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07-27-2015 Council Packet
EXPANDED AGENDA CITY COUNCIL AGENDA Monday, July 27, 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. Lino Lakes Ambassadors Program 2. 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 The Lino Lakes Ambassadors presented awards to the city and introduced the 2015 Ambassador candidates ➢ Setting the Agenda: Addition or deletion of agenda items The agenda was accepted as presented 1. CONSENT AGENDA A) Consideration of Expenditures: i) July 27, 2015 (Check No. 101783 through 101894) in the amount of $1,309,421.76. ii) Centennial Fire District (Check No. 7025 through 7035) in the amount of $24,476.54 B) Consider approval of July 6, 2015 Work Session Minutes C) Consider approval of July 13, 2015 Council Meeting Minutes D) Consider Resolution No. 15-74, Approving a Special Event Permit for the Tavern on Main Tent Event on August 14 & 15, 2015 E) Consider Adoption of Resolution 15-75, Approving a Premises Permit for American Legion Post 566 F) Consider Approval of 2015 Advisory Board Appointments G) Consider Resolution 15-76, Approving a Special Event and Parade/Run Permit for the 2015 Blue Heron Days festival. H) Consider Resolution No. 15-77, Authorizing issuance of a 1-4 Day Temporary On- Sale Liquor License for the American Legion Post 566 Council Agenda -2- July 27, 2015 EXPANDED AGENDA Action Taken: Motion by Rafferty, seconded by Stoesz, to approve the Consent Agenda, Items 1A through 1H as presented, was adopted 2. FINANCE DEPARTMENT REPORT No report 3. ADMINISTRATION DEPARTMENT REPORT A) On -Sale and Off -Sale Liquor Regulations, Consider amendments to the City Code (concurrent with 2015 State law changes), Julie Bartell 2nd Reading and Adoption of Ordinance No. 05-15, Amending Section 701.02, Subdivision 1, to allow the off -sale of growlers on Sundays; ii. 2nd Reading and Adoption of Ordinance No. 04-15, Amending Section 701.09, Subdivision 3, regarding Sunday on -sale hours Action Taken: Motion by Roeser, seconded by Kusterman, to approve the 2°' reading and adoption of Ordinance No. 05-15 and 04-15 as presented, was adopted: Yeas, 5; Nays none B) Consider Appointment of Finance Director, Jeff Karlson Action Taken: Motion by Kusterman, seconded by Roeser, to approve the appointment of Sarah Cotton contingent upon satisfactory background investigation results, was adopted C) Consider Approval of Amendment No. 1 of the Connectivity Services Agreement with Anoka County, Jeff Karlson Action Taken: Motion by Roeser, seconded by Kusterman, to approve the amendment to the agreement as recommended, was adopted D) Consider Approval of CFD Steering Committee's Recommendation to Hire Harlan Lundstrom as Fire Chief, Jeff Karlson Action Taken: Motion by Rafferty, seconded by Stoesz, to approve the steering committee recommendation to hire Harlan Lundstrom with the condition that he is not an active member of another fire department by October 1, was adopted 4. PUBLIC SAFETY DEPARTMENT REPORT A) Consider Resolution No. 15-78, Approving Change Order No. 1, Lino Lakes Fire Station, John Swenson Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Resolution No. 15-78 as presented, was adopted B) Public Safety Department Update, John Swenson Council Agenda -3- July 27, 2015 EXPANDED AGENDA 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) 2015 Mill and Overlay Project, County Road J Coordination with Ramsey County, Brian Bourassa Action Taken: Motion by Rafferty, seconded by Stoesz, to authorize coordination as recommended, was adopted; Council Member Roeser abstained 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Motion by Rafferty, seconded by Stoesz, to adjourn at 8:00 p.m was adopted Community Calendar — A Look Ahead July 27, 2015 through August 10, 2015 - Monday, Aug. 3 6:00 pm, Community Room Council Work Session Monday, Aug. 3 6:30 pm, Council Chambers Park Board 4- Thursday, Aug. 6 8:00 am, Community Room EDAC Updated 7/24/2015 CITY COUNCIL AGENDA Monday, July 27, 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. Lino Lakes Ambassadors Program 2. 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) July 27, 2015 (Check No. 101783 through 101894) in the amount of $1,309,421.76. ii) Centennial Fire District (Check No. 7025 through 7035) in the amount of $24,476.54 B) Consider approval of July 6, 2015 Work Session Minutes C) Consider approval of July 13, 2015 Council Meeting Minutes D) Consider Resolution No. 15-74, Approving a Special Event Permit for the Tavern on Main Tent Event on August 14 & 15, 2015 E) Consider Adoption of Resolution 15-75, Approving a Premises Permit for American Legion Post 566 F) Consider Approval of 2015 Advisory Board Appointments G) Consider Resolution 15-76, Approving a Special Event and Parade/Run Permit for the 2015 Blue Heron Days festival. H) Consider Resolution No. 15-77, Authorizing issuance of a 1-4 Day Temporary On- Sale Liquor License for the American Legion Post 566 2. FINANCE DEPARTMENT REPORT No report Council Agenda -2- July 27, 2015 3. ADMINISTRATION DEPARTMENT REPORT A) On -Sale and Off -Sale Liquor Regulations, Consider amendments to the City Code (concurrent with 2015 State law changes), Julie Bartell 2nd Reading and Adoption of Ordinance No. 05-15, Amending Section 701.02, Subdivision 1, to allow the off -sale of growlers on Sundays; ii. 2nd Reading and Adoption of Ordinance No. 04-15, Amending Section 701.09, Subdivision 3, regarding Sunday on -sale hours Council may vote to dispense with full reading of the ordinances * Roll call vote is required for adoption of the ordinances B) Consider Appointment of Finance Director, Jeff Karlson C) Consider Approval of Amendment No. 1 of the Connectivity Services Agreement with Anoka County, Jeff Karlson D) Consider Approval of CFD Steering Committee's Recommendation to Hire Harlan Lundstrom as Fire Chief, Jeff Karlson 4. PUBLIC SAFETY DEPARTMENT REPORT A) Consider Resolution No. 15-78, Approving Change Order No. 1, Lino Lakes Fire Station, John Swenson B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) 2015 Mill and Overlay Project, County Road J Coordination with Ramsey County, Brian Bourassa 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Community Calendar — A Look Ahead July 27, 2015 through August 10, 2015 Monday, Aug. 3 6:00 pm, Community Room Council Work Session k- Monday, Aug. 3 6:30 pm, Council Chambers Park Board +- Thursday, Aug. 6 8:00 am, Community Room EDAC WS — Item #1 WORK SESSION STAFF REPORT Work Session Item No. 1 Date: July 27, 2015 To: City Council From: Jeff Karlson Re: Lino Lakes Ambassadors Program Background The Lino Lakes Ambassadors asked if the City Council would consider contributing toward the scholarship fund. The Council had considered an annual appropriation for the Lino Lakes Ambassadors Program, but not for anything specifically. Requested Council Direction Discuss whether an annual contribution is appropriate. Expenditures July 27, 2015 Check #101783 to #101894 $1,309,421.76 Accounts Payable Checks by Date -Detail by Vendor Number User: tracy.thoma Printed: 7/22/2015 2:25 PM Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101783 100 Bureau Of Crim. Apprehension 07/17/2015 7/9/2015 Background/Fingerprint Check S. Cotton 34.75 101804 100 7/13/2015 101805 104 1506-9333 1506-9333 Total for Check Number 101783: 34.75 Bureau Of Crim. Apprehension 07/27/2015 Firefighter Fingerprint Check A. Roszell & E. Sc 69.50 Total for Check Number 101804: 69.50 Total for Vendor 100 (Bureau Of Crim. Apprehension): 104.25 Business Data Record Services Document Destruction Document Destruction 07/27/2015 17.52 35.04 Total for Check Number 101805: 52.56 Total for Vendor 104 (Business Data Record Services): 52.56 101789 11 Ace Solid Waste, Inc. 07/27/2015 935736 Trash/Recycling 630.97 935736 Trash/Recycling 156.47 101790 11 930093 Total for Check Number 101789: 787.44 Ace Solid Waste, Inc. 07/27/2015 Trash/Recycling Total for Check Number 101790: Total for Vendor 11 (Ace Solid Waste, Inc.): 101806 110 Carroll Distrib.&Const. Supply LL007033 #256 Nozzles, Extension LL007034 #256 Hose Barb, Shut-off Assembly 07/27/2015 73.91 73.91 861.35 26.94 42.29 Total for Check Number 101806: 69.23 Total for Vendor 110 (Carroll Distrib.&Const. Supply): 69.23 101807 115 Centennial Utilities 07/27/2015 June 2015 Natural Gas -6918 Sunrise 120 28.46 June 2015 Natural Gas -7204 Lake Dr 130 19.96 June 2015 Natural Gas -Sunrise 110 19.96 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 1 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount June 2015 Natural Gas -6811 Lake Drive 140 26.45 June 2015 Natural Gas -600 Town Ctr Pkwy 100 738.30 Total for Check Number 101807: 833.13 Total for Vendor 115 (Centennial Utilities): 833.13 101808 116 CenterPoint Energy 07/27/2015 June 2015 Natural Gas -6300 Laurene Ave 109 16.12 June 2015 Natural Gas -1180 Birch St. 100 15.00 June 2015 Natural Gas -1189 Main St. 104 22.10 June 2015 Natural Gas -1187 Main St. 102 42.71 June 2015 Natural Gas -1473 Snow Goose Tr 111 45.25 June 2015 Natural Gas -6666 Black Duck Dr 108 17.83 June 2015 Natural Gas -6786 Clearwater Ck 105 51.29 June 2015 Natural Gas -6520 Pheasant Run 106 15.00 June 2015 Natural Gas -1179 Main St. 101 18.38 June 2015 Natural Gas -1189 Main St. 103 33.25 June 2015 Natural Gas -6774 Black Duck Dr 107 18.29 June 2015 Natural Gas -2200 E. Cedar St. 110 18.38 Total for Check Number 101808: Total for Vendor 116 (CenterPoint Energy): 101809 121 CenturyLink 07/27/2015 7/10/2015 Signal Phone Total for Check Number 101809: Total for Vendor 121 (CenturyLink): 101810 129 City of Blaine 07/27/2015 4596 Senior Trip Total for Check Number 101810: Total for Vendor 129 (City of Blaine): 101811 133 City of Hugo 07/27/2015 7/1/2015 Building Department Inspections Total for Check Number 101811: Total for Vendor 133 (City of Hugo): 101812 143 CNH Architects 07/27/2015 10151 Architectural Design Fire House #2 Total for Check Number 101812: Total for Vendor 143 (CNH Architects) : 313.60 313.60 53.10 53.10 53.10 688.92 688.92 688.92 1,141.88 1,141.88 1,141.88 5,715.97 5,715.97 5,715.97 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 2 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101813 149 Connexus Energy 07/27/2015 June 2015 Electric 1,692.41 June 2015 Electric 533.11 June 2015 Electric 1,410.11 June 2015 Electric 20.00 June 2015 Electric 68.36 June 2015 Electric 1,022.75 101814 151 6/26/2015 101815 157 0E-30749 Total for Check Number 101813: 4,746.74 Total for Vendor 149 (Connexus Energy): 4,746.74 Costco Wholesale 07/27/2015 Supplies Employee Recognition Event Total for Check Number 101814: 32.96 32.96 Total for Vendor 151 (Costco Wholesale): 32.96 Crown Marking, Inc. 07/27/2015 Name Plate M.Kassner 14.20 Total for Check Number 101815: 14.20 Total for Vendor 157 (Crown Marking, Inc.): 14.20 101791 16 Aid Electric Corporation 47165 Replace Switches in Daycare Kitchen 47181 Check Power & GFI's 2309 Tart Lake Rd 101819 187 0108216 -IN 0108305 -IN 0108314 -IN 07/27/2015 135.74 124.50 Total for Check Number 101791: 260.24 Total for Vendor 16 (Aid Electric Corporation): 260.24 Earl F. Andersen Logo Plates, Stop Signs, Brackets Name Plates Name Plates 07/27/2015 Total for Check Number 101819: Total for Vendor 187 (Earl F. Andersen): 101820 194 Emmons & Olivier Resources 07/27/2015 01003-0001-20 Lino Lakes SWMP Total for Check Number 101820: 101821 198 Total for Vendor 194 (Emmons & Olivier Resources): Talni Erisran 07/27/2015 1,330.54 94.70 198.10 1,623.34 1,623.34 485.25 485.25 485.25 7/7/2015Refund Program Refund -Withdrew 35.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 3 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101822 202 2nd Qtr 2015 101823 204 41-383026 41-383044 41-383133 101824 210 0144687 Total for Check Number 101821: Total for Vendor 198 (Tami Erislnan): Neil Evenson 07/27/2015 2nd Qtr Planning & Zoning Board Total for Check Number 101822: Total for Vendor 202 (Neil Evenson): Factory Motor Parts Company 07/27/2015 #803 Full Syn. Dexos OW20 Oil #381 CCA850 RC1 #387 Rotor Asy - Brake 35.00 35.00 200.00 200.00 200.00 78.96 116.92 88.06 Total for Check Number 101823: 283.94 Total for Vendor 204 (Factory Motor Parts Company): 283.94 Ferguson Waterworks #2516 07/27/2015 Water Supplies Total for Check Number 101824: Total for Vendor 210 (Ferguson Waterworks #2516): 101825 215 Fireside Hearth & Home 07/27/2015 7/6/2015Refund Refund Permit #2015-00636 Total for Check Number 101825: Total for Vendor 215 (Fireside Hearth & Home): 101826 225 Frattallone's/Circle Pines Ace 052656/G Toilet Tank Repr, Wire Brush 052720/G Wasp Spray, Funnel 101827 227 June 2015 07/27/2015 463.23 463.23 463.23 4.00 4.00 4.00 20.48 32.94 Total for Check Number 101826: 53.42 Total for Vendor 225 (Frattallone's/Circle Pines Ace): 53.42 Freimuth Enterprises, LLC 07/27/2015 June Recycling Total for Check Number 101827: Total for Vendor 227 (Freimuth Enterprises, LLC): 2,047.18 2,047.18 2,047.18 101828 233 Geck, Duea & Olson, PLLC 07/27/2015 15305 June Legal -Prosecution Contract 8,250.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 4 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 15306 June Legal -Forfeiture 41.20 Total for Check Number 101828: 8,291.20 Total for Vendor 233 (Geck, Duea & Olson, PLLC): 8,291.20 101829 244 Gopher State One -Call 07/27/2015 138075 June Tickets 312.00 138075 June Tickets 312.00 Total for Check Number 101829: Total for Vendor 244 (Gopher State One -Call): 101792 27 American Pressure, Inc. 07/27/2015 86276 Pressure Washer Parts Total for Check Number 101792: Total for Vendor 27 (American Pressure, Inc.): 101830 273 Tricia Haynes 07/27/2015 #tnt 042614 Enviro-Shows Total for Check Number 101830: Total for Vendor 273 (Tricia Haynes): 101831 274 HD Supply Waterworks, Ltd. 07/27/2015 E122061 3/4 Horns Total for Check Number 101831: Total for Vendor 274 (HD Supply Waterworks, Ltd.): 101832 282 52324 101833 285 7/14/2015 624.00 624.00 46.08 46.08 46.08 1,500.00 1,500.00 1,500.00 1,168.80 1,168.80 1,168.80 Henry G. Meigs, LLC 07/27/2015 Liquid Asphalt Tack 566.40 Total for Check Number 101832: 566.40 Total for Vendor 282 (Henry G. Meigs, LLC): 566.40 Tim Hillesheim 07/27/2015 Food Purchased for Employee Recognition Even 276.09 Total for Check Number 101833: 276.09 Total for Vendor 285 (Tim Hillesheim): 276.09 101793 29 Ameripride Services, Inc. 07/27/2015 1003173978 Mats 131.63 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 5 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 101793: 131.63 Total for Vendor 29 (Ameripride Services, Inc.): 101834 294 Hotsy Equipment Of Minnesota 07/27/2015 49266 Pressure Washer Repairs Total for Check Number 101834: Total for Vendor 294 (Hotsy Equipment Of Minnesota): 101836 298 Hugo Equipment Company 07/27/2015 92237 Spring, Driver Total for Check Number 101836: Total for Vendor 298 (Hugo Equipment Company): 101837 303 2nd Qtr 2015 Michael G. Hyden 07/27/2015 2nd Qtr Planning & Zoning Board Total for Check Number 101837: Total for Vendor 303 (Michael G. Hyden): 131.63 429.28 429.28 429.28 23.73 23.73 23.73 100.00 100.00 100.00 101838 306 Image Printing & Graphics, Inc 07/27/2015 144442 Blue Heron Days Flyer 37.75 144551 Envelopes 108.75 Total for Check Number 101838: 146.50 Total for Vendor 306 (Image Printing & Graphics, Inc): 146.50 101839 313 Interstate Power Systems, Inc. R001101402:01 Inspection 7199 Stage Coach Trail R001101403:01 Inspection 6611 Lake Drive 07/27/2015 753.15 500.00 Total for Check Number 101839: 1,253.15 Total for Vendor 313 (Interstate Power Systems, Inc.): 1,253.15 101840 319 Jani-King Of Minnesota, Inc. MIN07150034 July Monthly Contract MIN07150035 July Monthly Contract 101794 33 7/21/2015 07/27/2015 2,936.00 455.00 Total for Check Number 101840: 3,391.00 Total for Vendor 319 (Jani-King Of Minnesota, Inc.): 3,391.00 Anoka Co. Attorney's Office 07/27/2015 Forfeiture Disbursement 12-162191 23.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 6 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 7/21/2015 Forfeiture Disbursement 12-077392 94.40 7/21/2015 Forfeiture Disbursement 12-088331 94.80 7/21/2015 Forfeiture Disbursement 11-286066 71.08 7/21/2015 Forfeiture Disbursement 12-066269 28.60 7/21/2015 Forfeiture Disbursement 12-073582 20.20 101843 331 15699/4 Total for Check Number 101794: 332.08 Total for Vendor 33 (Anoka Co. Attorney's Office): JRK Seed & Turf Supply Infield Chalk 07/27/2015 Total for Check Number 101843: 332.08 482.00 482.00 Total for Vendor 331 (JRK Seed & Turf Supply): 482.00 101845 348 Konrad Material Sales, LLC 1252459 Crack Sealant, Right Pointe Right of Way 1252472 UPM Asphalt Patch 101847 353 515637 07/27/2015 2,799.00 756.00 Total for Check Number 101845: 3,555.00 Total for Vendor 348 (Konrad Material Sales, LLC): 3,555.00 Kustom Signals, Inc. 07/27/2015 Squad 396 Antenna Total for Check Number 101847: Total for Vendor 353 (Kustom Signals, Inc.): 101848 356 Perry Laden 07/27/2015 2nd Qtr 2015 2nd Qtr Planning & Zoning Board Total for Check Number 101848: Total for Vendor 356 (Perry Laden): 101850 396 Magtech Ammunition, Inc. 07/27/2015 MT29453 Uniform Allowance-W.Wegener MT29453 Uniform Allowance-M.Hagert MT29453 Uniform Allowance-D.Thill MT29453 Uniform Allowance-P.Noll MT29453 Uniform Allowance-K.McCarthy MT29453 Uniform Allowance-M.DeMars MT29453 Uniform Allowance-V.Klosner MT29453 Uniform Allowance-W.Owens MT29453 Uniform Allowance-M.Paulson MT29453 Uniform Allowance-T.Vang 410.90 410.90 410.90 150.00 150.00 150.00 119.00 83.30 119.00 47.60 59.50 47.60 59.50 47.60 71.40 59.50 Total for Check Number 101850: 714.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 7 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 396 (Magtech Ammunition, Inc.): 714.00 101787 4 A&L Superior Quality Sod, Inc. 07/27/2015 7511 Sod Rolls 2.40 Total for Check Number 101787: 2.40 Total for Vendor 4 (A&L Superior Quality Sod, Inc.): 2.40 101851 404 Martin -McAllister 07/27/2015 9860 Public Safety Assessment J. Frid 450.00 9860 Public Safety Assessment K. Torres 450.00 9860 Public Safety Assessment B. Meck 450.00 9860 Public Safety Assessment J. Swanson 450.00 9860 Public Safety Assessment A. Burton 450.00 Total for Check Number 101851: 2,250.00 Total for Vendor 404 (Martin -McAllister): 2,250.00 101852 406 Lou Masonick 07/27/2015 2nd Qtr 2015 2nd Qtr Planning & Zoning Board Total for Check Number 101852: Total for Vendor 406 (Lou Masonick): 101795 42 Anoka Co. Property Records Tax 6/30/2015 Easement Encroachment 6658 LaCasse Cir 6/30/2015 Easement Encroachment 7286 Terra Ct 6/30/2015 Subordination Agreement Wollan Wetland Bank 6/30/2015 Conservation Easement Wollan Wetland Bank 07/27/2015 200.00 200.00 200.00 46.00 46.00 46.00 46.00 Total for Check Number 101795: 184.00 101796 42 Anoka Co. Property Records Tax 07/27/2015 2015 AC 2015 Assessment Contract 101853 420 June 2015 June 2015 101854 421 INV291605 Total for Check Number 101796: 98,804.00 98,804.00 Total for Vendor 42 (Anoka Co. Property Records Tax): 98,988.00 Metro Council Env. Services June 2015 SAC June 2015 SAC 07/27/2015 -149.10 14,910.00 Total for Check Number 101853: 14,760.90 Total for Vendor 420 (Metro Council Env. Services): 14,760.90 Metro Sales Incorporated 07/27/2015 Ricoh MP 4001 Copier Maintenance Contract 98.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 8 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 101854: 98.00 Total for Vendor 421 (Metro Sales Incorporated): 98.00 101855 423 Metropolitan Council 07/27/2015 0001046162 August Waste Water Services Total for Check Number 101855: 101797 44 B150707L 101856 450 2nd Qtr 2015 Total for Vendor 423 (Metropolitan Council): 62,637.33 62,637.33 62,637.33 Anoka Co. Treasury Department 07/27/2015 August Broadband 150.00 Total for Check Number 101797: 150.00 Total for Vendor 44 (Anoka Co. Treasury Department): 150.00 MN Dept of Health 07/27/2015 2nd Qtr Community Water Supply Connection F 7,030.00 Total for Check Number 101856: Total for Vendor 450 (MN Dept of Health): 101785 480 NCPERS Minnesota 07/17/2015 Aug 2015 August Life Ins Premiums Total for Check Number 101785: Total for Vendor 480 (NCPERS Minnesota): 101859 497 Northway Irrigation/Landscape 07/27/2015 804400 Repairs Zone 4 Total for Check Number 101859: Total for Vendor 497 (Northway Irrigation/Landscape): 101788 5 A-1 Excavating, Inc. 07/27/2015 Req. No. 4 21st Avenue Extension Total for Check Number 101788: Total for Vendor 5 (A-1 Excavating, Inc.): 7,030.00 7,030.00 256.00 256.00 256.00 76.45 76.45 76.45 29,218.86 29,218.86 29,218.86 101860 500 Nystrom Publishing Company 07/27/2015 28697 Recycling Saturdays Postcards 1,922.17 Total for Check Number 101860: 1,922.17 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 9 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 500 (Nystrom Publishing Company): 1,922.17 101861 508 Optumhealth Financial Services 07/27/2015 237692 June Cobra Fee 70.00 Total for Check Number 101861: 70.00 Total for Vendor 508 (Optumhealth Financial Services): 70.00 101862 509 O'Reilly Automotive Stores 07/27/2015 1517-247236 #406 Fuel Filter 6.45 1517-247254 Stock Adhesive 8.00 1517-247501 Stock Oil Filters 7.94 1517-247534 Stock Oil, Air Filters 31.23 1517-247536 Trans Filter 13.81 1517-247587 Returned Trans Filter -13.81 1517-247658 Stock Disc Pad Sets 135.24 Total for Check Number 101862: 188.86 Total for Vendor 509 (O'Reilly Automotive Stores): 101863 522 Performance Plus LLC 4087 Pre-employment Screen J. Frid 4093 Pre-employment Screen A. Burton 4100 Pre-employment Screen K. Torres 07/27/2015 188.86 288.00 245.00 245.00 Total for Check Number 101863: 778.00 Total for Vendor 522 (Performance Plus LLC): 778.00 101798 54 Aspen Mills, Inc. 07/27/2015 165525 Uniform Allowance -T. Peterson Total for Check Number 101798: Total for Vendor 54 (Aspen Mills, Inc.): 101867 551 Premium Waters, Inc. 07/27/2015 608417-06-15 Kandiyohi Water 61.19 83.90 83.90 83.90 Total for Check Number 101867: 61.19 Total for Vendor 551 (Premium Waters, Inc.) : 101868 552 Press Publications, Inc. 477415 Annual Summary Financial Report 477432 Statement of Cash Flow 477439 Ord No 02-15 477505 Revenues, Expenses and Change in Net Position 477506 Statement of Net Position 477508 Annual Disclosure Statement 477852 Notice of Candidate Filings for Office 07/27/2015 61.19 101.28 113.94 37.98 84.40 84.40 101.28 59.08 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 10 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 479729 Records Tech Ad 77.00 Total for Check Number 101868: 659.36 Total for Vendor 552 (Press Publications, Inc.): 659.36 101869 562 Ratwik, Roszak & Maloney, PA 56971 June Legal 56971 June Legal-Turnberry Crossing 56971 June Legal 56971 June Legal 56971 June Legal 56971 June Legal 56971 June Legal -Saddle Club 56971 June Legal 56971 June Legal 07/27/2015 Total for Check Number 101869: Total for Vendor 562 (Ratwik, Roszak & Maloney, PA): 101870 564 Rebyl Sports 07/27/2015 37136 T-shirts Total for Check Number 101870: Total for Vendor 564 (Rebyl Sports): 101871 575 Rivard Electric Company, Inc. 07/27/2015 3780 Sunrise Park Repairs Total for Check Number 101871: Total for Vendor 575 (Rivard Electric Company, Inc.): 43.50 522.00 43.50 547.50 333.50 130.50 328.00 2,341.25 31.00 4,320.75 4,320.75 747.50 747.50 747.50 1,186.00 1,186.00 1,186.00 101872 582 Michael Root 07/27/2015 2nd Qtr 2015 2nd Qtr Planning & Zoning Board 200.00 Total for Check Number 101872: 200.00 Total for Vendor 582 (Michael Root): 200.00 101873 587 Safe -Fast, Inc. 07/27/2015 INV154460 Uniform Allowance J. Williams 30.00 INV154460 Uniform Allowance J. Williams 30.00 INV155215 Safety Vests 195.17 INV155215 Safety Vests 195.18 INV155215 Safety Vests 195.17 Total for Check Number 101873: 645.52 Total for Vendor 587 (Safe -Fast, Inc.): 645.52 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 11 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101874 588 R002187639 Safety Kleen Corporation, Inc. 07/27/2015 Solvent Total for Check Number 101874: Total for Vendor 588 (Safety Kleen Corporation, Inc.): 101875 609 SHI International Corp 07/27/2015 B03598620 Office Std 2013 Windows Total for Check Number 101875: Total for Vendor 609 (SHI International Corp): 45.84 45.84 45.84 243.00 243.00 243.00 101876 615 SL-Serco 07/27/2015 11075607C Consumer Confidence Reports 1,184.50 Total for Check Number 101876: 1,184.50 Total for Vendor 615 (SL-Serco): 1,184.50 101878 633 Stantec Consulting Services 07/27/2015 932773 June Well No. 6 871.00 932777 June Pump House #6 4,322.40 Total for Check Number 101878: 5,193.40 Total for Vendor 633 (Stantec Consulting Services): 5,193.40 101879 638 State of MN - Dept of Finance 7/21/2015 Forfeiture Disbursement 12-162191 7/21/2015 Forfeiture Disbursement 11-286066 7/21/2015 Forfeiture Disbursement 12-066269 7/21/2015 Forfeiture Disbursement 12-077392 7/21/2015 Forfeiture Disbursement 12-073582 7/21/2015 Forfeiture Disbursement 12-088331 07/27/2015 11.50 35,54 14.30 47.20 10.10 47.40 Total for Check Number 101879: 166.04 Total for Vendor 638 (State of MN - Dept of Finance): 166.04 101857 639 MN Dept of Transportation - Commissioner 07/27/2015 P00004544 Traffic Signal Maintenance 137.67 Total for Check Number 101857: 137.67 Total for Vendor 639 (MN Dept of Transportation - Commissioner of Transp): 137.67 101880 645 Streicher's, Inc. I1151258 Uniform Allowance N. Hamann I1157623 New Hire Uniform J. Swanson 07/27/2015 141.98 308.95 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 12 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 101880: Total for Vendor 645 (Stretcher's, Inc.): 101881 655 TASC - Client Invoices 07/27/2015 IN576125 June Admin Fee Total for Check Number 101881: Total for Vendor 655 (TASC - Client Invoices): 101882 656 TDS Metrocom MN 07/27/2015 7/13/2015 Phone Service 7/13/2015 Phone Service 101884 670 2nd Qtr 2015 101885 671 06511548 450.93 450.93 95.03 95.03 95.03 223.13 36.31 Total for Check Number 101882: 259.44 Total for Vendor 656 (TDS Metrocom MN): 259.44 Paul Tralle 07/27/2015 2nd Qtr Planning & Zoning Board Total for Check Number 101884: Total for Vendor 670 (Paul Tralle): Trans Union LLC 07/27/2015 Background Check Total for Check Number 101885: Total for Vendor 671 (Trans Union LLC): 101799 68 Julie Bartell 07/27/2015 7/7/2015 Documents from Anoka County Total for Check Number 101799: Total for Vendor 68 (Julie Bartell): 101886 686 U.S. Bank 07/27/2015 4013603 2010A Refunding Bond 4015400 2015 Lease Revenue Bond Total for Check Number 101886: Total for Vendor 686 (U.S. Bank): 101887 687 U.S. Bank 07/27/2015 7/6/2015 Target/Program Supplies 7/6/2015 Verizon Wireless 300.00 300.00 300.00 12.40 12.40 12.40 13.00 13.00 13.00 450.00 800.00 1,250.00 1,250.00 31.61 48.06 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 13 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 7/6/2015 Postnet/Shipping for Laser 105.59 7/6/2015 AutoPlus/Wire Terminal 17.68 7/6/2015 Target/Nite to Unite Round Table Supplies 11.16 7/6/2015 Go Daddy/Blue Heron Days Website Renewal 12.27 7/6/2015 Amazon/iPad Air Case 25.95 7/6/2015 Flag Store USA/Return MN Flag -65.60 7/6/2015 Mikes Shoe Repair/Replaced Zipper on Turn Ou 40.00 7/6/2015 Fleet Farm/Tires for Land Pride Mower 102.77 7/6/2015 Target/Supplies for Employee Recognition Even. 32.83 7/6/2015 Blaine DVS/Title Only 2008 Pontiac Forfeiture 1 31.50 7/6/2015 Verizon Wireless 680.60 7/6/2015 Cub/Charge in Error 121.20 7/6/2015 Walmart/Playground Supplies 8.10 7/6/2015 Michael's/Playground Supplies 15.50 7/6/2015 Michael's/Program Supplies 73.82 7/6/2015 NAPA/Parts 57.24 7/6/2015 Fleet Farm/Safety Pins for Trailers 9.75 7/6/2015 Verizon Wireless 218.28 7/6/2015 Best Buy/Monitor Wall Mount 99.99 7/6/2015 Home Depot/Paint for Rice Lake Elem Tunnel 552.96 7/6/2015 Verizon Wireless 19.72 7/6/2015 Home Depot/Playground Supplies 53.34 7/6/2015 Home Depot/Paint for Picnic Tables 90.42 7/6/2015 Pizza T/Stafff Meeting 23.02 7/6/2015 Chanticlear/Pizza for Late Night Soccer Registra 17.02 7/6/2015 Federated Coop 86.35 7/6/2015 Taho Sportswear/Staff Shirts 161.25 7/6/2015 Taho Sportswear/Staff Shirts 167.96 7/6/2015 Verizon Wireless 39.44 7/6/2015 Target/Program Supplies 66.00 7/6/2015 Target/Gift Cards for Employee Years of Service 260.00 7/6/2015 Verizon Wireless 179.52 7/6/2015 Amazon/Diesel Fuel Pump for Asphalt Patcher 25.11 7/6/2015 Target/Playground Supplies 31.28 7/6/2015 Holiday/Training Supplies 7.98 7/6/2015 Peterbilt/Part 19.65 7/6/2015 Home Depot/Gift Cards Employee Years of Sery 270.00 7/6/2015 Dog Waste Depot/Roll Bags and Can Liners 207.00 7/6/2015 XTools Pro/Single License M.Asleson 250.00 7/6/2015 Target/Program Supplies 12.92 7/6/2015 Target/Playground Supplies 10.23 7/6/2015 Home Depot/Coupling, Splashblock 38.02 7/6/2015 Emergency Automotive/Inv #12160 8,154.83 7/6/2015 Caribou/Gift Cards for Employee Recognition E. 60.00 7/6/2015 Taser/Class IIIs, Holsters, Battery Packs 3,232.48 7/6/2015 Netbrands/Lanyards 59.85 7/6/2015 Crown Trophy/Field Trip Shirts 319.75 7/6/2015 Task Force Tips 170.10 7/6/2015 Amazon/Safty Gas Cans 115.70 7/6/2015 Kwik Trip/Training Supplies 12.00 7/6/2015 Home Depot/Supplies 35.85 7/6/2015 Postnet/Shipping for Computer Docking Statiom 35.94 7/6/2015 Home Depot/Chisel Hammer Drill Bit, Torpedo : 50.83 7/6/2015 Menard's/Tape Measures 25.59 7/6/2015 Bill's/Non-oxy Fuel 15.00 7/6/2015 Subway/Gift Cards for Employee Recognition E. 70.00 7/6/2015 Amazon/Jump Start Cable Clamps 13.98 7/6/2015 Target/Program Supplies 11.94 7/6/2015 Viking Electric/Heavy Duty Canvas Tool Bag 64.67 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 14 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 7/6/2015 Netbrands/Lanyards 59.85 7/6/2015 Target/Playground Supplies 24.95 7/6/2015 Amazon/Pintle Hitch Adapters 94.34 7/6/2015 Emergency Automotive/Inv #AW070215-60 297.00 7/6/2015 Boyer Truck/Nut Cover 59.84 7/6/2015 Peterbilt/Hub Caps 161.80 7/6/2015 Verizon Wireless 19.72 7/6/2015 Beisswenger's Do it Best/Trimmer 318.00 7/6/2015 Subway/Nite to Unite Round Table Supplies 62.67 7/6/2015 Texas Roadhouse/Appreciation Gift Sharon Leggy 75.00 7/6/2015 Holiday/Gift Cards for Employee Recognition E. 60.00 7/6/2015 Rosenbauer MN/Flange 102.30 7/6/2015 MN Board of Firefighter Training/Firefighter Li( 50.00 7/6/2015 L-Tron/Squad Printer and Cables 323.10 7/6/2015 Amazon/Clay Bar for Removing Asphalt from C 24.99 7/6/2015 Taho Sportswear/Staff Shirts 368.44 7/6/2015 Home Depot/City Hall Floor Repair 19.97 7/6/2015 Fiesta Cancun/Gift Cards for Employee Recogni 60.00 7/6/2015 Verizon Wireless 146.22 7/6/2015 Atlas Business/Scheduling Software 102.00 7/6/2015 Target/Gift Cards for Employee Recognition Ev( 110.00 7/6/2015 Home Depot/Program Supplies 39.60 7/6/2015 Home Depot/Playground Supplies 14.10 7/6/2015 Frattallone's/Drill, Battery 101.37 7/6/2015 Oriental Trading/Playground Supplies 50.10 7/6/2015 Gander Mtn/Gift Card for Employee Years of Se: 60.00 7/6/2015 Broadway Party Rental/Corn Roast Tent 95.00 7/6/2015 DQ/Gift Cards for Employee Recognition Event 50.00 7/6/2015 Everest Emergency/Flange 89.40 7/6/2015 Factory Outlet/Vehicle Computer Docking Static 508.95 Total for Check Number 101887: Total for Vendor 687 (U.S. Bank): 101888 698 Valley -Rich Co., Inc. 07/27/2015 21714 Water Main Break Repairs Hawk Ridge/Pheasan 101889 708 350238 Total for Check Number 101888: Total for Vendor 698 (Valley -Rich Co., Inc.): Waldoch Sports, Inc. 07/27/2015 Stock Hy -guard Total for Check Number 101889: Total for Vendor 708 (Waldoch Sports, Inc.): 20,264.71 20,264.71 4,095.28 4,095.28 4,095.28 19.79 19.79 19.79 101890 716 Water Conservation Service Inc 07/27/2015 5986 Locate Leak 7140 Sunset 130.75 Total for Check Number 101890: 130.75 Total for Vendor 716 (Water Conservation Service Inc): 130.75 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 15 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101892 731 14506 Wipers & Wipes, Inc. 07/27/2015 Can Liners Total for Check Number 101892: Total for Vendor 731 (Wipers & Wipes, Inc.): 377.28 377.28 377.28 101893 733 WSB & Associates, Inc. 07/27/2015 7/7/2015-003 May General Engineering 4,755.17 7/7/2015-003 May General Engineering 944.17 7/7/2015-003 May General Engineering 944.16 7/7/2015-210 May Misc. Escrow Account Review 369.00 7/7/2015-210 May Misc. Escrow Account Review 861.00 7/7/2015-350 May Surface Water Mgmt Plan Review 184.50 7/7/2015-430 May Wellhead Protection Plan Phase 1 & 2 489.75 7/7/2015-490 May Century Farm North 6th 286.00 7/7/2015-550 May Metro Transit 744.50 7/7/2015-630 May Saddle Club 429.00 7/7/2015-631 May Saddle Club 10,461.50 7/7/2015-640 May 2014 Stormwater Ordinance Update 1,291.50 7/7/2015-651 May NorthPointe 2nd Add'n 357.50 7/7/2015-652 May NorthPointe 9,668.50 7/7/2015-710 May Wollan Park Wetland Bank 99.75 7/7/2015-770 May Saddle Club Fox Road Wetland Delineation 558.50 7/7/2015-781 May NorthPointe Street & Utility Improvements 5,759.00 7/7/2015-830 May White Pine Senior Living 643.50 7/7/2015-840 May WaterCAD Model 2,177.75 7/7/2015-850 May 2015 Reconstruction Shenandoah Area 18,944.00 7/7/2015-860 May Birch Street Sanitary Sewer Ext and Turn L 12,767.25 7/7/2015-880 May Trunk Watermain Aqua Lane to Black Duct 23,245.75 7/7/2015-900 May 2015 Surface Water Mgmt Project 1,287.00 7/7/2015-950 May I -35E Corridor AUAR Update 612.00 7/7/2015-960 May ALino Add'n 429.00 7/7/2015-970 May Watermark Park 521.00 7/7/2015-980 May 2015 General City Specification Update 1,008.00 7/7/2015-990 May Turnberry Crossing 1,410.00 Total for Check Number 101893: 101,248.75 Total for Vendor 733 (WSB & Associates, Inc.): 101,248.75 101894 734 Xcel Energy 07/27/2015 7/8/2015 Electric 6,050.97 7/8/2015 Electric 318.40 7/8/2015 Electric 25.83 Total for Check Number 101894: Total for Vendor 734 (Xcel Energy): 101800 74 BCA - MNJIS Section 07/27/2015 00000232120 2nd Qtr CJDN Connect Total for Check Number 101800: 6,395.20 6,395.20 390.00 390.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 16 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 74 (BCA - MNJIS Section): 101866 746 Plastic BagMart 07/27/2015 85261 Compost Bags Total for Check Number 101866: Total for Vendor 746 (Plastic BagMart): 101841 757 Jimmy's Johnnys 90251 Toilet Rental -City Hall Park 90252 Toilet Rental-Marshan Park 90253 Toilet Rental -Centennial Middle School 90254 Toilet Rental -Sunrise Park 90255 Toilet Rental -Lexington Park 90256 Toilet Rental -Blue Heron School 90841 Toilet Rental -Birch Park 90842 Toilet Rental -Clearwater Creek 90843 Toilet Rental -Lino Park 90957 Toilet Rental -Centennial HS 101846 760 Req. No. 2 101784 796 7/15/2015 101842 823 6/30/2015 101844 829 2nd Qtr 2015 07/27/2015 Total for Check Number 101841: Total for Vendor 757 (Jimmy's Johnnys): Kuechle Underground 07/27/2015 NorthPointe Construction Total for Check Number 101846: Total for Vendor 760 (Kuechle Underground): Gregory A. Burrell 07/17/2015 Order to Deduct Total for Check Number 101784: Total for Vendor 796 (Gregory A. Burrell): Jorgenson Construction Inc. 07/27/2015 Fire Station Construction Total for Check Number 101842: Total for Vendor 823 (Jorgenson Construction Inc.): Matthew Kassner 07/27/2015 2nd Qtr Planning & Zoning Board Total for Check Number 101844: Total for Vendor 829 (Matthew Kassner): 390.00 55.35 55.35 55.35 60.00 60.00 375.00 180.00 180.00 60.00 60.00 60.00 60.00 158.57 1,253.57 1,253.57 173,930.75 173,930.75 173,930.75 65.08 65.08 65.08 474,063.30 474,063.30 474,063.30 100.00 100.00 100.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 17 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount 101786 834 Carl E. Nelson 07/17/2015 Res. No. 15-73 Birch Street Permanent & Temporary Easement 2,537.00 Total for Check Number 101786: Total for Vendor 834 (Carl E. Nelson): 101801 835 Kimberly Berkowitz 07/27/2015 7/14/2015Refund Program Refund -Withdrew Total for Check Number 101801: Total for Vendor 835 (Kimberly Berkowitz): 2,537.00 2,537.00 35.00 35.00 35.00 101802 836 Blue Sky Real Estate LLC 07/27/2015 7/6/2015 Refund Overpayment on Final Bill 6643 Timber, 91.15 Total for Check Number 101802: 91.15 Total for Vendor 836 (Blue Sky Real Estate LLC): 91.15 101803 837 Bonfe's Plumbing, Heating & Air Service 07/27/2015 7/9/2015Refund Refund Overpayment Permit #2015-00664 Total for Check Number 101803: Total for Vendor 837 (Bonfe's Plumbing, Heating & Air Service): 101816 838 D.A. Distribution Inc. 07/27/2015 7/13/2015Refund Refund Overpayment Permit #2015-00671 Total for Check Number 101816: Total for Vendor 838 (D.A. Distribution Inc.): 101817 839 Dan McMahon Photography 07/27/2015 5654 Council Photos Total for Check Number 101817: Total for Vendor 839 (Dan McMahon Photography): 101818 840 Dresel Contracting Inc. 07/27/2015 Req. No. 1 Birch Street Sanitary Sewer Ext & Turn Lane 101835 841 2015 Corn Roast Total for Check Number 101818: Total for Vendor 840 (Dresel Contracting Inc.): Gregory Huberty 07/27/2015 Corn Roast Band 4.00 4.00 4.00 4.00 4.00 4.00 220.00 220.00 220.00 236,285.08 236,285.08 236,285.08 1,250.00 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 18 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Check Number 101835: Total for Vendor 841 (Gregory Huberty): 101849 842 D'arcy Lopez 07/27/2015 7/6/2015 Henna Artist Deposit BHD Total for Check Number 101849: Total for Vendor 842 (D'arcy Lopez): 101858 843 Colleen Moseng 07/27/2015 7/8/2015Refund Program Refund -Withdrew Total for Check Number 101858: Total for Vendor 843 (Colleen Moseng): 101865 844 Planet Soccer 07/27/2015 15-061700049 Soccer Balls Total for Check Number 101865: Total for Vendor 844 (Planet Soccer): 101864 845 Petty Cash - Brian Hronski 07/27/2015 2015 Corn Roast Corn Roast Petty Cash Total for Check Number 101864: 101877 846 2014-00589 Total for Vendor 845 (Petty Cash - Brian Hronski): Southwind Builders Inc 07/27/2015 Building Escrow Release 6081 Oakwood Lane Total for Check Number 101877: Total for Vendor 846 (Southwind Builders Inc): 1,250.00 1,250.00 25.00 25.00 25.00 22,00 22.00 22.00 624.00 624.00 624.00 400.00 400.00 400.00 3,450.00 3,450.00 3,450.00 101883 847 TitleSmart, Inc. 07/27/2015 7/9/2015 Perpetual Easement Wollan Park Wetland Bank 1,809.50 Total for Check Number 101883: Total for Vendor 847 (TitleSmart, Inc.): 101891 848 White Bear Township 07/27/2015 7/14/2015 Building Inspections Total for Check Number 101891: 1,809.50 1,809.50 717.45 717.45 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 19 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Check Amount Total for Vendor 848 (White Bear Township): 717.45 Report Total (112 checks): 1,309,421.76 AP Checks by Date - Detail by Vendor Number (7/22/2015 2:25 PM) Page 20 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: 7/22/2015 2:36:53 PM last name acct 1 base amoun check numbe description Burrell Gregory A. NCPERS Minnesota Anoka Co. Property Records Tax Anoka Co. Property Records Tax Metro Council Env. Services Metro Council Env. Services Bonfe's Plumbing, Heating & Air Service D.A. Distribution Inc. Fireside Hearth & Home U.S. Bank Dan McMahon Photography Costco Wholesale Hillesheim Tim U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Bureau Of Crim. Apprehension Optumhealth Financial Services Press Publications, Inc. Press Publications, Inc. Business Data Record Services TASC - Client Invoices Press Publications, Inc. Press Publications, Inc. Press Publications, Inc. Press Publications, Inc. Press Publications, Inc. Press Publications, Inc. Anoka Co. Property Records Tax Ratwik, Roszak & Maloney, PA Geck, Duea & Olson, PLLC 101-000-2040-000 65.08 101784 101-000-2040-000 256.00 101785 101-000-2081-000 46.00 101795 101-000-2081-000 46.00 101795 101-000-2120-000 14,910.00 101853 101-000-3414-000 -149.10 101853 101-000-3730-000 4.00 101803 101-000-3730-000 4.00 101816 101-000-3730-000 4.00 101825 101-000-3730-000 121.20 101887 101-401-4343-000 220.00 101817 101-401-4900-000 32.96 101814 101-401-4900-000 276.09 101833 101-401-4900-000 75.00 101887 101-401-4900-000 60.00 101887 101-401-4900-000 270.00 101887 101-401-4900-000 32.83 101887 101-401-4900-000 260.00 101887 101-402-4300-000 34.75 101783 101-402-4310-000 70.00 101861 101-402-4340-000 37.98 101868 101-402-4340-000 77.00 101868 101-402-4410-000 17.52 101805 101-402-4410-000 95.03 101881 101-403-4340-000 59.08 101868 101-407-4340-000 101.28 101868 101-407-4340-000 84.40 101868 101-407-4340-000 101.28 101868 101-407-4340-000 84.40 101868 101-407-4340-000 113.94 101868 101-407-4410-000 98,804.00 101796 101-414-4301-000 2,341.25 101869 101-414-4303-000 41.20 101828 Order to Deduct August Life Ins Premiums Easement Encroachment 6658 LaCasse Cir Easement Encroachment 7286 Terra Ct June 2015 SAC June 2015 SAC Refund Overpayment Pennit #2015-00664 Refund Overpayment Pennit #2015-00671 Refund Perrnit #2015-00636 Cub/Charge in Error Council Photos Supplies Employee Recognition Event Food Purchased for Employee Recognition Event Texas Roadhouse/Appreciation Gift Sharon Legg Gander Mtn/Gift Card for Employee Years of Service Home Depot/Gift Cards Employee Years of Service Target/Supplies for Employee Recognition Event Target/Gift Cards for Employee Years of Service Background/Fingerprint Check S. Cotton June Cobra Fee Ord No 02-15 Records Tech Ad Document Destruction June Admin Fee Notice of Candidate Filings for Office Annual Summary Financial Report Revenues, Expenses and Change in Net Position Annual Disclosure Statement Statement of Net Position Statement of Cash Flow 2015 Assessment Contract June Legal June Legal -Forfeiture AP - AP Checks by Account Number (7/22/2015) Page 1 of 9 last name acct 1 base amoun check numbe description Geck, Duea & Olson, PLLC Ratwik, Roszak & Maloney, PA Evenson Neil Hyden Michael G. Masonick Lou Kassner Matthew Laden Perry Root Michael Tralle Paul Bartell Julie WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. Ratwik, Roszak & Maloney, PA Iinage Printing & Graphics, Inc U.S. Bank U.S. Bank Kustom Signals, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank Martin -McAllister Martin -McAllister Trans Union LLC U.S. Bank Aspen Mills, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Magtech Ammunition, Inc. Streicher's, Inc. Streicher's, Inc. Connexus Energy Business Data Record Services 101-414-4303-000 101-416-4300-000 101-416-4331-000 101-416-4331-000 101-416-4331-000 101-416-4331-000 101-416-4331-000 101-416-4331-000 101-416-4331-000 101-416-4410-000 101-416-4410-000 101-417-4300-000 101-417-4300-000 101-417-4300-000 101-417-4410-000 101-418-4300-000 101-420-4200-000 101-420-4214-000 101-420-4214-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4240-000 101-420-4300-000 101-420-4300-000 101-420-4300-000 101-420-4321-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4370-000 101-420-4381-000 101-420-4410-000 8,250.00 101828 June Legal -Prosecution Contract 43.50 101869 June Legal 200.00 101822 2nd Qtr Planning & Zoning Board 100.00 101837 2nd Qtr Planning & Zoning Board 200.00 101852 2nd Qtr Planning & Zoning Board 100.00 101844 2nd Qtr Planning & Zoning Board 150.00 101848 2nd Qtr Planning & Zoning Board 200.00 101872 2nd Qtr Planning & Zoning Board 300.00 101884 2nd Qtr Planning & Zoning Board 13.00 101799 Documents from Anoka County 612.00 101893 May I -35E Corridor AUAR Update 1,291.50 101893 May 2014 Stormwater Ordinance Update 861.00 101893 May Misc. Escrow Account Review 1,008.00 101893 May 2015 General City Specification Update 4,755.17 101893 May General Engineering 333.50 101869 June Legal 108.75 101838 Envelopes 62.67 101887 Subway/Nite to Unite Round Table Supplies 11.16 101887 Target/Nite to Unite Round Table Supplies 410.90 101847 Squad 396 Antenna 59.85 101887 Netbrands/Lanyards 323.10 101887 L-Tron/Squad Printer and Cables 105.59 101887 Postnet/Shipping for Laser 35.94 101887 Postnet/Shipping for Computer Docking Stations 450.00 101851 Public Safety Assessment B. Meck 450.00 101851 Public Safety Assessment J. Swanson 12.40 101885 Background Check 680.60 101887 Verizon Wireless 83.90 101798 Uniform Allowance -T. Peterson 71.40 101850 Uniform Allowance-M.Paulson 47.60 101850 Uniform Allowance-M.DeMars 47.60 101850 Uniform Allowance-P.Noll 59.50 101850 Uniform Allowance-V.Klosner 59.50 101850 Uniform Allowance-K.McCarthy 47.60 101850 Uniform Allowance-W.Owens 119.00 101850 Uniform Allowance -W. Wegener 59.50 101850 Uniform Allowance-T.Vang 119.00 101850 Uniform Allowance-D.Thill 83.30 101850 Uniform Allowance-M.Hagert 308.95 101880 New Hire Uniform J. Swanson 141.98 101880 Uniform Allowance N. Hamann 20.00 101813 Electric 35.04 101805 Document Destruction AP - AP Checks by Account Number (7/22/2015) Page 2 of 9 last name acct 1 base amoun check numbe description BCA - MNJIS Section Metro Sales Incorporated U.S. Bank U.S. Bank U.S. Bank SHI International Corp U.S. Bank U.S. Bank Martin -McAllister Martin -McAllister Martin -McAllister Performance Plus LLC Performance Plus LLC Performance Plus LLC U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Bureau Of Crim. Apprehension U.S. Bank U.S. Bank City of Hugo White Bear Township Earl F. Andersen Earl F. Andersen Earl F. Andersen Henry G. Meigs, LLC Konrad Material Sales, LLC Konrad Material Sales, LLC Safe -Fast, Inc. U.S. Bank CenturyLink Connexus Energy MN Dept of Transportation - Commissioner of Transp Xcel Energy WSB & Associates, Inc. U.S. Bank American Pressure, Inc. Carroll Distrib.&Const. Supply Carroll Distrib.&Const. Supply Factory Motor Parts Company Factory Motor Parts Company 101-420-4410-000 101-420-4410-000 101-420-4410-000 101-420-5000-000 101-420-5000-000 101-421-4200-000 101-421-4240-000 101-421-4240-000 101-421-4300-000 101-421-4300-000 101-421-4300-000 101-421-4300-000 101-421-4300-000 101-421-4300-000 101-421-4300-000 101-421-4300-000 101-421-4330-000 101-421-4330-000 101-421-4370-000 101-421-4410-000 101-422-4240-000 101-422-4321-000 101-422-4410-000 101-422-4410-000 101-430-4223-000 101-430-4223-000 101-430-4223-000 101-430-4224-000 101-430-4224-000 101-430-4224-000 101-430-4240-000 101-430-4321-000 101-430-4385-000 101-430-4385-000 101-430-4385-000 101-430-4385-000 101-430-4421-000 101-431-4212-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 390.00 101800 2nd Qtr CJDN Connect 98.00 101854 Ricoh MP 4001 Copier Maintenance Contract 102.00 101887 Atlas Business/Scheduling Software 508.95 101887 Factory Outlet/Vehicle Computer Docking Station 3,232.48 101887 Taser/Class IIIs, Holsters, Battery Packs 243.00 101875 Office Std 2013 Windows 59.84 101887 Boyer Truck/Nut Cover 59.85 101887 Netbrands/Lanyards 450.00 101851 Public Safety Assessment J. Frid 450.00 101851 Public Safety Assessment K. Torres 450.00 101851 Public Safety Assessment A. Burton 245.00 101863 Pre-employment Screen A. Burton 245.00 101863 Pre-employment Screen K. Torres 288.00 101863 Pre-employment Screen J. Frid 170.10 101887 Task Force Tips 50.00 101887 MN Board of Firefighter Training/Firefighter License 12.00 101887 Kwik Trip/Training Supplies 7.98 101887 Holiday/Training Supplies 40.00 101887 Mikes Shoe Repair/Replaced Zipper on Tum Out Gear 69.50 101804 Firefighter Fingerprint Check A. Roszell & E. Solnitzky 25.59 101887 Menard's/Tape Measures 19.72 101887 Verizon Wireless 1,141.88 101811 Building Departinent Inspections 717.45 101891 Building Inspections 1,330.54 101819 Logo Plates, Stop Signs, Brackets 198.10 101819 Name Plates 94.70 101819 Name Plates 566.40 101832 Liquid Asphalt Tack 756.00 101845 UPM Asphalt Patch 2,799.00 101845 Crack Sealant, Right Pointe Right of Way 195.18 101873 Safety Vests 146.22 101887 Verizon Wireless 53.10 101809 Signal Phone 1,410.11 101813 Electric 137.67 101857 Traffic Signal Maintenance 318.40 101894 Electric 1,287.00 101893 May 2015 Surface Water Mgmt Project 15.00 101887 Bill's/Non-oxy Fuel 46.08 101792 Pressure Washer Parts 42.29 101806 #256 Hose Barb, Shut-off Assembly 26.94 101806 #256 Nozzles, Extension 88.06 101823 #387 Rotor Asy - Brake 116.92 101823 #381 CCA850 RC1 AP - AP Checks by Account Number (7/22/2015) Page 3 of 9 last name acct I base amoun check numbe description Factory Motor Parts Company Hugo Equipment Company O'Reilly Automotive Stores O'Reilly Automotive Stores O'Reilly Autornotive Stores O'Reilly Autornotive Stores O'Reilly Automotive Stores O'Reilly Automotive Stores O'Reilly Automotive Stores Safety Kleen Corporation, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Waldoch Sports, Inc. Hotsy Equipment Of Minnesota Crown Marking, Inc. U.S. Bank Aid Electric Corporation Aid Electric Corporation U.S. Bank U.S. Bank U.S. Bank U.S. Bank Anoka Co. Treasury Department TDS Metrocom MN Connexus Energy Xcel Energy Centennial Utilities CenterPoint Energy CenterPoint Energy CenterPoint Energy Ace Solid Waste, Inc. Ameripride Services, Inc. Jani-King Of Minnesota, Inc. Jani-King Of Minnesota, Inc. Premium Waters, Inc. A&L Superior Quality Sod, Inc. Frattallone's/Circle Pines Ace Frattallone's/Circle Pines Ace 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4221-000 101-431-4300-000 101-432-4200-000 101-432-4200-000 101-432-4211-000 101-432-4211-000 101-432-4211-000 101-432-4211-000 101-432-4211-000 101-432-4211-000 101-432-4300-000 101-432-4321-000 101-432-4381-000 101-432-4381-000 101-432-4383-000 101-432-4383-000 101-432-4383-000 101-432-4383-000 101-432-4384-000 101-432-4410-000 101-432-4410-000 101-432-4410-000 101-432-4410-000 101-450-4211-000 101-450-4211-000 101-450-4211-000 78.96 101823 #803 Full Syn. Dexos OW20 Oil 23.73 101836 Spring, Driver 6.45 101862 #406 Fuel Filter -13.81 101862 Returned Trans Filter 135.24 101862 Stock Disc Pad Sets 31.23 101862 Stock Oil, Air Filters 8.00 101862 Stock Adhesive 13.81 101862 Trans Filter 7.94 101862 Stock Oil Filters 45.84 101874 Solvent 24.99 101887 Amazon/Clay Bar for Removing Asphalt from Car Paint 94.34 101887 Amazon/Pintle Hitch Adapters 9.75 101887 Fleet Farm/Safety Pins for Trailers 13.98 101887 Amazon/Jump Start Cable Clamps 115.70 101887 Amazon/Safty Gas Cans 25.11 101887 Amazon/Diesel Fuel Pump for Asphalt Patcher 102.77 101887 Fleet Farm/Tires for Land Pride Mower 19.79 101889 Stock Hy -guard 429.28 101834 Pressure Washer Repairs 14.20 101815 Name Plate M.Kassner 25.95 101887 Arnazon/iPad Air Case 124.50 101791 Check Power & GFI's 2309 Tart Lake Rd 135.74 101791 Replace Switches in Daycare Kitchen 38.02 101887 Home Depot/Coupling, Splashblock 99.99 101887 Best Buy/Monitor Wall Mount -65.60 101887 Flag Store USA/Retum MN Flag 19.97 101887 Home Depot/City Hall Floor Repair 150.00 101797 August Broadband 223.13 101882 Phone Service 1,022.75 101813 Electric 6,050.97 101894 Electric 738.30 101807 Natural Gas -600 Town Ctr Plcwy 42.71 101808 Natural Gas -1187 Main St. 22.10 101808 Natural Gas -1189 Main St. 33.25 101808 Natural Gas -1189 Main St. 630.97 101789 Trash/Recycling 131.63 101793 Mats 455.00 101840 July Monthly Contract 2,936.00 101840 July Monthly Contract 61.19 101867 Kandiyohi Water 2.40 101787 Sod Rolls 32.94 101826 Wasp Spray, Funnel 20.48 101826 Toilet Tank Repr, Wire Brush AP - AP Checks by Account Number (7/22/2015) Page 4 of 9 last name acct 1 base amoun check numbe description JRK Seed & Turf Supply U.S. Bank U.S. Bank U.S. Bank U.S. Bank Wipers & Wipes, Inc. Safe -Fast, Inc. U.S. Bank WSB & Associates, Inc. U.S. Bank Connexus Energy Centennial Utilities Centennial Utilities Centennial Utilities CenterPoint Energy Ace Solid Waste, Inc. Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Northway Irrigation/Landscape Rivard Electric Company, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank Ace Solid Waste, Inc. Freimuth Enterprises, LLC Haynes Tricia Nystrom Publishing Company Plastic BagMart U.S. Bank Petty Cash - Brian Hronski U.S. Bank Huberty Gregory U.S. Bank U.S. Bank 101-450-4211-000 482.00 101843 101-450-4211-000 86.35 101887 101-450-4211-000 552.96 101887 101-450-4211-000 207.00 101887 101-450-4211-000 90.42 101887 101-450-4211-000 377.28 101892 101-450-4240-000 195.17 101873 101-450-4240-000 318.00 101887 101-450-4300-000 521.00 101893 101-450-4321-000 218.28 101887 101-450-4381-000 68.36 101813 101-450-4383-000 19.96 101807 101-450-4383-000 26.45 101807 101-450-4383-000 28.46 101807 101-450-4383-000 18.38 101808 101-450-4410-000 156.47 101789 101-450-4410-000 180.00 101841 101-450-4410-000 60.00 101841 101-450-4410-000 60.00 101841 101-450-4410-000 60.00 101841 101-450-4410-000 180.00 101841 101-450-4410-000 60.00 101841 101-450-4410-000 375.00 101841 101-450-4410-000 60.00 101841 101-450-4410-000 158.57 101841 101-450-4410-000 60.00 101841 101-450-4410-000 76.45 101859 101-450-4410-000 1,186.00 101871 101-451-4211-000 167.96 101887 101-451-4321-000 48.06 101887 101-461-4211-000 250.00 101887 101-461-4321-000 19.72 101887 101-462-4410-000 73.91 101790 101-462-4410-000 2,047.18 101827 101-462-4410-000 1,500.00 101830 101-462-4410-000 1,922.17 101860 101-462-4410-000 55.35 101866 201-203-4211-822 66.00 101887 201-203-4211-822 400.00 101864 201-203-4410-822 95.00 101887 201-203-4410-822 1,250.00 101835 201-205-4211-810 10.23 101887 201-205-4211-810 15.50 101887 Infield Chalk Federated Coop Home Depot/Paint for Rice Lake Elem Tunnel Dog Waste Depot/Roll Bags and Can Liners Home Depot/Paint for Picnic Tables Can Liners Safety Vests Beisswenger's Do it Best/Trimmer May Watermark Park Verizon Wireless Electric Natural Gas -7204 Lake Dr Natural Gas -6811 Lake Drive Natural Gas -6918 Sunrise Natural Gas -1179 Main St. Trash/Recycling Toilet Rental -Sunrise Park Toilet Rental -Blue Heron School Toilet Rental -Clearwater Creek Toilet Rental-Marshan Park Toilet Rental -Lexington Park Toilet Rental -Birch Park Toilet Rental -Centennial Middle School Toilet Rental -Lino Park Toilet Rental -Centennial HS Toilet Rental -City Hall Park Repairs Zone 4 Sunrise Park Repairs Taho Sportswear/Staff Shirts Verizon Wireless XTools Pro/Single License M.Asleson Verizon Wireless Trash/Recycling June Recycling Enviro-Shows Recycling Saturdays Postcards Compost Bags Target/Program Supplies Corn Roast Petty Cash Broadway Party Rental/Corn Roast Tent Corn Roast Band Target/Playground Supplies Michael's/Playground Supplies AP - AP Checks by Account Number (7/22/2015) Page 5 of 9 last name acct 1 base amoun check numbe description U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Moseng Colleen City of Blaine Erisman Tami Berkowitz Kimberly U.S. Bank Rebyl Sports Planet Soccer U.S. Bank Image Printing & Graphics, Inc Lopez Darcy U.S. Bank State of MN - Dept of Finance State of MN - Dept of Finance State of MN - Dept of Finance State of MN - Dept of Finance State of MN - Dept of Finance State of MN - Dept of Finance Anoka Co. Attorneys Office Anoka Co. Attorneys Office Anoka Co. Attorneys Office Anoka Co. Attorneys Office Anoka Co. Attorneys Office Anoka Co. Attorney's Office U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank 201-205-4211-810 23.02 101887 201-205-4211-810 8.10 101887 201-205-4211-810 31.28 101887 201-205-4211-810 14.10 101887 201-205-4211-810 31.61 101887 201-205-4211-810 50.10 101887 201-205-4211-810 24.95 101887 201-205-4211-810 368.44 101887 201-205-4211-810 12.92 101887 201-205-4211-810 53.34 101887 201-205-4211-812 73.82 101887 201-205-4211-812 39.60 101887 201-205-4211-812 11.94 101887 201-205-4211-823 319.75 101887 201-205-4211-823 22.00 101858 201-205-4211-890 688.92 101810 201-207-4211-806 35.00 101821 201-207-4211-854 35.00 101801 201-207-4211-857 161.25 101887 201-207-4211-883 747.50 101870 201-207-4211-883 624.00 101865 201-208-4211-856 17.02 101887 205-497-4211-000 37.75 101838 205-497-4300-000 25.00 101849 205-497-4300-000 12.27 101887 207-420-4300-000 11.50 101879 207-420-4300-000 10.10 101879 207-420-4300-000 35.54 101879 207-420-4300-000 47.40 101879 207-420-4300-000 14.30 101879 207-420-4300-000 47.20 101879 207-420-4300-000 23.00 101794 207-420-4300-000 94.40 101794 207-420-4300-000 20.20 101794 207-420-4300-000 94.80 101794 207-420-4300-000 28.60 101794 207-420-4300-000 71.08 101794 208-420-4300-000 31.50 101887 334-470-6030-000 450.00 101886 339-470-6030-000 800.00 101886 402-420-5000-000 101.37 101887 402-420-5000-000 57.24 101887 402-421-5000-000 161.80 101887 Pizza T/Stafff Meeting Walmart/Playground Supplies Target/Playground Supplies Home Depot/Playground Supplies Target/Program Supplies Oriental Trading/Playground Supplies Target/Playground Supplies Taho Sportswear/Staff Shirts Target/Program Supplies Home Depot/Playground Supplies Michael's/Program Supplies Home Depot/Program Supplies Target/Program Supplies Crown Trophy/Field Trip Shirts Program Refund -Withdrew Senior Trip Program Refund -Withdrew Program Refund -Withdrew Taho Sportswear/Staff Shirts T-shirts Soccer Balls Chanticlear/Pizza for Late Night Soccer Registration Blue Heron Days Flyer Henna Artist Deposit BED Go Daddy/Blue Heron Days Website Renewal Forfeiture Disbursement 12-162191 Forfeiture Disbursement 12-073582 Forfeiture Disbursement 11-286066 Forfeiture Disbursement 12-088331 Forfeiture Disbursement 12-066269 Forfeiture Disbursement 12-077392 Forfeiture Disbursement 12-162191 Forfeiture Disbursement 12-077392 Forfeiture Disbursement 12-073582 Forfeiture Disbursement 12-088331 Forfeiture Disbursement 12-066269 Forfeiture Disbursement 11-286066 Blaine DVS/Title Only 2008 Pontiac Forfeiture Vehicle 2010A Refunding Bond 2015 Lease Revenue Bond Frattallone's/Drill, Battery NAPA/Parts Peterbilt/Hub Caps AP - AP Checks by Account Number (7/22/2015) Page 6 of 9 Last name acct 1 base amoun check numbe description U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank WSB & Associates, Inc. WSB & Associates, Inc. TitleSmart, Inc. Anoka Co. Property Records Tax Anoka Co. Property Records Tax Emmons & Olivier Resources WSB & Associates, Inc. WSB & Associates, Inc. Ratwik, Roszak & Maloney, PA Ratwik, Roszak & Maloney, PA Ratwik, Roszak & Maloney, PA A-1 Excavating, Inc. CNH Architects Jorgenson Construction Inc. Stantec Consulting Services WSB & Associates, Inc. Stantec Consulting Services WSB & Associates, Inc. Kuechle Underground Ratwik, Roszak & Maloney, PA WSB & Associates, Inc. Dresel Contracting Inc. Nelson Carl E. WSB & Associates, Inc. WSB & Associates, Inc. MN Dept of Health Blue Sky Real Estate LLC U.S. Bank Ferguson Waterworks #2516 HD Supply Waterworks, Ltd. Safe -Fast, Inc. Water Conservation Service Inc SL-Serco WSB & Associates, Inc. U.S. Bank TDS Metrocom MN 402-421-5000-000 19.65 402-421-5000-000 8,154.83 402-421-5000-000 89.40 402-421-5000-000 297.00 402-421-5000-000 17.68 402-421-5000-000 64.67 402-421-5000-000 102.30 406-499-4304-000 489.75 406-499-4304-000 2,177.75 422-499-4300-000 1,809.50 422-499-4300-000 46.00 422-499-4300-000 46.00 422-499-4300-000 485.25 422-499-4304-000 184.50 422-499-4304-000 99.75 474-499-4301-082 547.50 476-499-4301-096 31.00 477-499-4301-000 130.50 477-499-4400-000 29,218.86 478-499-4300-000 5,715.97 478-499-4400-000 474,063.30 479-499-4304-111 871.00 479-499-4304-111 369.00 479-499-4304-112 4,322.40 480-499-4304-000 5,759.00 480-499-4400-000 173,930.75 481-499-4301-000 43.50 481-499-4304-000 12,767.25 481-499-4400-000 236,285.08 481-499-5140-000 2,537.00 482-499-4304-000 18,944.00 483-499-4304-000 23,245.75 601-000-2140-000 7,030.00 601-000-2150-000 91.15 601-494-4211-000 35.85 601-494-4211-000 463.23 601-494-4215-000 1,168.80 601-494-4240-000 195.17 601-494-4300-000 130.75 601-494-4300-000 1,184.50 601-494-4304-000 944.16 601-494-4321-000 179.52 601-494-4321-000 36.31 101887 Peterbilt/Part 101887 Emergency Automotive/Inv #12160 101887 Everest Emergency/Flange 101887 Emergency Automotive/Inv #AW070215-60 101887 AutoPlus/Wire Terminal 101887 Viking Electric/Heavy Duty Canvas Tool Bag 101887 Rosenbauer MN/Flange 101893 May Wellhead Protection Plan Phase 1 & 2 101893 May WaterCAD Model 101883 Perpetual Easement Wollan Park Wetland Bank 101795 Subordination Agreement Wollan Wetland Bank 101795 Conservation Easement Wollan Wetland Bank 101820 Lino Lakes SWMP 101893 May Surface Water Mgmt Plan Review 101893 May Wollan Park Wetland Bank 101869 June Legal 101869 June Legal 101869 June Legal 101788 21st Avenue Extension 101812 Architectural Design Fire House #2 101842 Fire Station Construction 101878 June Well No. 6 101893 May Misc. Escrow Account Review 101878 June Pump House #6 101893 May NorthPointe Street & Utility Improvements 101846 NorthPointe Construction 101869 June Legal 101893 May Birch Street Sanitary Sewer Ext and Tum Lane 101818 Birch Street Sanitary Sewer Ext & Turn Lane 101786 Birch Street Permanent & Temporary Easement 101893 May 2015 Reconstruction Shenandoah Area 101893 May Trunk Watermain Aqua Lane to Black Duck Dr 101856 2nd Qtr Community Water Supply Connection Fee 101802 Refund Overpayment on Final Bill 6643 Timberwolf Trl 101887 Home Depot/Supplies 101824 Water Supplies 101831 3/4 Homs 101873 Safety Vests 101890 Locate Leak 7140 Sunset 101876 Consumer Confidence Reports 101893 May General Engineering 101887 Verizon Wireless 101882 Phone Service AP - AP Checks by Account Number (7/22/2015) Page 7 of 9 Last name acct 1 base amoun check numbe description Safe -Fast, Inc. Connexus Energy CenterPoint Energy CenterPoint Energy CenterPoint Energy CenterPoint Energy Gopher State One -Call U.S. Bank Interstate Power Systems, Inc. Interstate Power Systems, Inc. Valley -Rich Co., Inc. WSB & Associates, Inc. U.S. Bank Safe -Fast, Inc. Connexus Energy Xcel Energy CenterPoint Energy CenterPoint Energy CenterPoint Energy Centennial Utilities CenterPoint Energy Metropolitan Council Gopher State One -Call U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. Ratwik, Roszak & Maloney, PA Southwind Builders Inc WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. WSB & Associates, Inc. Ratwik, Roszak & Maloney, PA WSB & Associates, Inc. 601-494-4370-000 30.00 101873 601-494-4381-000 1,692.41 101813 601-494-4383-000 18.29 101808 601-494-4383-000 15.00 101808 601-494-4383-000 15.00 101808 601-494-4383-000 51.29 101808 601-494-4410-000 312.00 101829 602-495-4211-000 50.83 101887 602-495-4300-000 500.00 101839 602-495-4300-000 753.15 101839 602-495-4300-000 4,095.28 101888 602-495-4304-000 944.17 101893 602-495-4321-000 39.44 101887 602-495-4370-000 30.00 101873 602-495-4381-000 533.11 101813 602-495-4381-000 25.83 101894 602-495-4383-000 45.25 101808 602-495-4383-000 16.12 101808 602-495-4383-000 18.38 101808 602-495-4383-000 19.96 101807 602-495-4383-000 17.83 101808 602-495-4405-000 62,637.33 101855 602-495-4410-000 312.00 101829 801-000-2048-000 50.00 101887 801-000-2048-000 60.00 101887 801-000-2048-000 70.00 101887 801-000-2048-000 60.00 101887 801-000-2048-000 110.00 101887 801-000-2048-000 60.00 101887 801-000-2300-000 286.00 101893 801-000-2302-102 643.50 101893 801-000-2312-102 1,410.00 101893 801-000-2312-103 522.00 101869 801-000-2318-000 3,450.00 101877 801-000-2321-102 429.00 101893 801-000-2325-101 744.50 101893 801-000-2329-102 9,668.50 101893 801-000-2332-102 429.00 101893 801-000-2332-102 10,461.50 101893 801-000-2332-102 558.50 101893 801-000-2332-103 328.00 101869 801-000-2333-102 357.50 101893 Uniform Allowance J. Williams Electric Natural Gas -6774 Black Duck Dr Natural Gas -1180 Birch St. Natural Gas -6520 Pheasant Run Natural Gas -6786 Clearwater Ck June Tickets Home Depot/Chisel Hammer Drill Bit, Torpedo Levels, Silicone Inspection 6611 Lake Drive Inspection 7199 Stage Coach Trail Water Main Break Repairs Hawk Ridge/Pheasant Hills Dr May General Engineering Verizon Wireless Uniform Allowance J. Williams Electric Electric Natural Gas -1473 Snow Goose Tr Natural Gas -6300 Laurene Ave Natural Gas -2200 E. Cedar St. Natural Gas -Sunrise Natural Gas -6666 Black Duck Dr August Waste Water Services June Tickets DQ/Gift Cards for Employee Recognition Event Caribou/Gift Cards for Employee Recognition Event Subway/Gift Cards for Employee Recognition Event Fiesta Cancun/Gift Cards for Employee Recognition Event Target/Gift Cards for Employee Recognition Event Holiday/Gift Cards for Employee Recognition Event May Century Farm North 6th May White Pine Senior Living May Tumberry Crossing June Legal-Tumberry Crossing Building Escrow Release 6081 Oakwood Lane May ALino Add'n May Metro Transit May NorthPointe May Saddle Club May Saddle Club May Saddle Club Fox Road Wetland Delineation June Legal -Saddle Club May NorthPointe 2nd Add'n AP - AP Checks by Account Number (7/22/2015) Page 8 of 9 last name acct 1 base amoun check numbe description 1,309,421.76 AP - AP Checks by Account Number (7/22/2015) Page 9 of 9 CENTENNIAL FIRE DISTRICT Check Register - FIRE GL Page: 1 Check Issue Dates: 7/9/2015 - 7/15/2015 Jul 15, 2015 01:09PM Report Criteria: Report type: Summary GL Check Check Vendor Period Issue Date Number Number Payee Description Check Amount 07/15 07/15/2015 7025 10850 07/15 07/15/2015 7026 30480 07/15 07/15/2015 7027 31137 07/15 07/15/2015 7028 60050 07/15 07/15/2015 7029 60115 07/15 07/15/2015 7030 120450 07/15 07/15/2015 7031 150145 07/15 07/15/2015 7032 160130 07/15 07/15/2015 7033 160493 07/15 07/15/2015 7034 220200 07/15 07/15/2015 7035 240100 Grand Totals: ANOKA COUNTY TREASURY D CENTENNIAL UTILITIES CONNEXUS ENERGY FISDAP, INC FAIRVIEW PHARMACY SERVIC CITY OF LINO LAKES OFFICE MAX PERFORMANCE PLUS LLC PREMIUM WATERS, INC VERIZON WIRELESS XCEL ENERGY AUGUST BROADBAND JUNE UTILITIES STATION 1 JUNE ELECTRIC STATION 1 EMT EXAM MEDICAL SUPPLIES JUNE REIMB-FEMA INSURANC OFFICE SUPPLIES FEMA -MEDICAL EXAM BOTTLED WATER COMMUNICATIONS ELECTRIC STATION 2 187.50 181.38 520.65 80.00 87.87 22,301.35 326.02 95.00 11.14 106.22 579.41 24,476.54 M = Manual Check, V = Void Check CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 1 Input Dates: 7/9/2015 - 7/15/2015 Jul 15, 2015 12:45PM Name Vendor Number Invoice Seq Type Description Invoice Date Payment Due Date Total Cost GL Account GL Period 07/15/2015 10850 ANOKA COUNTY TREASURY DEPT. ANOKA CO 10850 B150707C 1 Invoi AUGUST BROADBAND Total 10850 ANOKA COUNTY TREASURY DEPT.: 30480 CENTENNIAL UTILITIES CENTENNI 30480 071515 Total 30480 CENTENNIAL UTILITIES: 31137 CONNEXUS ENERGY CONNEXU 31137 1 Invoi JUNE UTILITIES STATION 1 071515 1 Invoi JUNE ELECTRIC STATION 1 Total 31137 CONNEXUS ENERGY: 60050 FISDAP, INC FISDAP, IN FISDAP, IN 60050 1205F070 60050 1205F070 Total 60050 FISDAP, INC: 60115 FAIRVIEW PHARMACY SERVICES FAIRVIEW 60115 071515 1 Invoi EMT EXAM 1 Invoi EMT EXAM 1 Invoi MEDICAL SUPPLIES Total 60115 FAIRVIEW PHARMACY SERVICES: 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 071515 1 Invoi 071515 2 Invoi 071515 3 Invoi 071515 4 Invoi 071515 5 Invoi 071515 6 Invoi 071515 7 Invoi 071515 8 Invoi 071515 9 Invoi 071515 10 Invoi Total 120450 CITY OF LINO LAKES: 150145 OFFICE MAX OFFICE MA 150145 Total 150145 OFFICE MAX: JUNE REIMB-FT SALARIES JUNE REIMB-PAYROLL TAXES JUNE REIMB-INSURANCE JUNE REIMB-EMS COORD SAL JUNE REIMB-EMS COORD PAY JUNE REIMB-EMS COORD INS JUNE REIMB-FUEL JUNE REIMB-FEMA SALARY JUNE REIMB-FEMA PAYROLL T JUNE REIMB-FEMA INSURANC 696185 1 Invoi OFFICE SUPPLIES 160130 PERFORMANCE PLUS LLC PERFORM 160130 4088 1 Invoi FEMA -MEDICAL EXAM Total 160130 PERFORMANCE PLUS LLC: 160493 PREMIUM WATERS, INC PREMIUM 160493 31430472 Total 160493 PREMIUM WATERS, INC: 220200 VERIZON WIRELESS VERIZON 220200 97484752 1 Invoi BOTTLED WATER 1 Invoi COMMUNICATIONS 07/15/2015 07/15/2015 07/15/2015 07/15/2015 07/15/2015 07/15/2015 07/15/2015 187.50 801-42-2210-321 07/15 187.50 07/15/2015 181.38 801-42-2210-380 07/15 181.38 07/15/2015 520.65 801-42-2210-380 07/15 520.65 07/15/2015 60.00 801-42-2240-331 07/15 07/15/2015 20.00 801-42-2240-331 07/15 80.00 07/15/2015 87.87 801-42-2210-216 07/15 87.87 07/15/2015 07/15/2015 9,672.86 07/15/2015 07/15/2015 1,636.94 07/15/2015 07/15/2015 719.49 07/15/2015 07/15/2015 3,009.60 07/15/2015 07/15/2015 462.82 07/15/2015 07/15/2015 150.00 07/15/2015 07/15/2015 749.27 07/15/2015 07/15/2015 4,651.20 07/15/2015 07/15/2015 681.34 07/15/2015 07/15/2015 567.83 07/15/2015 07/15/2015 07/15/2015 22,301.35 801-42-2210-101 801-42-2210-120 801-42-2210-130 801-42-2240-104 801-42-2240-120 801-42-2240-130 801-42-2210-212 201-42-2210-101 201-42-2210-120 201-42-2210-130 07/15 07/15 07/15 07/15 07/15 07/15 07/15 07/15 07/15 07/15 07/15/2015 326.02 801-42-2210-201 07/15 326.02 07/15/2015 95.00 201-42-2230-308 07/15 95.00 07/15/2015 11.14 801-42-2210-201 07/15 11.14 07/15/2015 07/15/2015 106.22 801-42-2210-321 07/15 CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 2 Input Dates: 7/9/2015 - 7/15/2015 Jul 15, 2015 12:45PM Name Vendor Number Invoice Seq Type Description Invoice Date Payment Due Date Total Cost GL Account GL Period Total 220200 VERIZON WIRELESS: 106.22 240100 XCEL ENERGY XCEL ENE 240100 071515 1 Invoi ELECTRIC STATION 2 07/15/2015 07/15/2015 579.41 801-42-2210-380 07/15 Total 240100 XCEL ENERGY: 579.41 Total 07/15/2015: 24,476.54 7/15/2015 GL Period Summary GL Period Amount 07/15 24,476.54 Grand Totals: 24,476.54 Grand Totals: 24,476.54 Report GL Period Summary GL Period Amount 07/15 24,476.54 Grand Totals: 24,476.54 Vendor number hash: 1304200 Vendor number hash - split: 2388250 Total number of invoices: 12 Total number of transactions: 21 Terms Description Invoice Amount Discount Amount Net Invoice Amount Open Terms 24,476.54 .00 24,476.54 Grand Totals: 24,476.54 .00 24,476.54 CITY COUNCIL WORK SESSION July 6, 2015 DRAFT CITY OF LINO LAKES 2 MINUTES 3 4 DATE : July 6, 2015 5 TIME STARTED : 5:30 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: Community Development Director Michael Grochala; City 13 Planner Katie Larsen; Public Safety Director John Swenson; Public Services Director 14 Rick DeGardner; City Clerk Julie Bartell 15 16 1. Blue Heron Days, Tavern on Main Concert-. Public Safety Director Swenson 17 explained that this matter is being brought forward because of past discussions about 18 noise from the concert and also because the event sponsor, Chad Wagner, has expressed 19 concerns about the cost of having two officers at the event. In preparation for a 20 discussion, the police department has reviewed police call data relating to the event, 21 mostly having to do with individuals having a high level of intoxication. They have met 22 with Mr. Wagner and discussed ways to deal with concerns about over serving of alcohol 23 at the event. Mr. Wagner has submitted a plan to prevent over service including server 24 training. Mr. Swenson noted that the city resident who expressed concerns about noise 25 in 2014, Mr. Hermann, was present. 26 27 Mayor Reinert noted that the city has attempted to control the impact of the event in the 28 past by placing conditions on the permit, including limiting music to midnight, and by 29 performing noise monitoring. He called upon Mr. Hermann for his comments. 30 31 City resident Jon Herman told the council that he doesn't have anything new to report 32 since his appearance in 2014. He remains concerned about the level and constant noise 33 of the bass at these events. The music itself isn't the issue to him but specifically the 34 bass. The mayor concurred that the bass can be a problem and asked if that level can be 35 tested. 36 37 The council discussed with Mr. Wagner ways to address concerns about noise, including 38 but not limited to, including the neighborhood in the event by providing free admission, 39 continued noise monitoring, etc. Mr. Wagner said he will have a discussion with the 40 professionals that provide the sound engineering and see what can be done to bring down 41 the bass. Mayor Reinert remarked that there may be some way to blanket the noise to the 42 event area (an acoustic sound blanket?), to keep it from traveling. 43 44 Council Member Rafferty noted that Mr. Wagner holds a similar event in the city of Hugo 45 so that city must also deal with issues. Mr. Wagner said the Hugo law enforcement CITY COUNCIL WORK SESSION July 6, 2015 DRAFT 46 officers always stop by the event to check on things and they do regular testing of the 47 sound. Council Member Rafferty noted that he spoke with the City of Hugo and received 48 some information on their conditions, which he will share with staff. 49 50 Chief Swenson suggested that there should be a check in after the event to review what is 51 or isn't working. He then noted that Mr. Wagner is requesting that the council authorize 52 removal of the two officer requirement. Mayor Reinert said he wants to understand the 53 Police Department's recommendation on that; he sees that Mr. Wagner is offering plans 54 to deal with the issues. 55 56 Mr. Wagner reviewed what he is offering to do: 57 Continue to provide professional security (normally 10-12 trained individuals); 58 Offer mandatory server training through the MLBA just before the event; 59 A safe ride home program; 60 Cards with drive home assistance. 61 62 Chief Swenson said everything that Mr. Wagner is offering to do is good but another 63 concern is that the event impacts the city's officers on duty on the nights of this event. If 64 there are 911 calls due to the event, officers on normal duty respond. If the city council 65 is comfortable with the program set forth by Mr. Wagner, he will concur but with a 66 recommendation for a thorough review after the event. 67 68 Mayor Reinert said he wants the Police Department to be comfortable and, if this is tried, 69 he wants the department to have expectations to judge how it worked. 70 71 Chief Swenson said, if the city council is comfortable and understands there could be an 72 impact on the department's resources those evenings, considering Mr. Wagner's plan to 73 meet the issues ahead of time, he is okay with a trial year. He expects there will be a 74 review meeting required within two weeks after the event. 75 76 The council concurred and directed staff to report back on the matter at the September 77 work session. 78 79 2. Civic Complex Island Landscaping Project — Public Services Director Rick 80 DeGardner and Parks Services Supervisor Mike Hoffman reported on landscaping around 81 the City Hall complex. Mr. DeGardner introduced Mary Schmuland who, with her 82 husband Carl, volunteered time to design and coordinate the installation of the beautiful 83 landscaping already in place around the complex. Ms. Schmuland has prepared a design 84 plan for landscaping the island at the complex and staff is bringing that forward for 85 council review. Ms. Schmuland reviewed the plans, including the incorporation of the 86 existing oak trees and identifying plants included in the plans. 87 88 Mayor Reinert noted that the council has heard many wonderful compliments on the 89 landscaping work already done by Ms. Schmuland around city hall. The previous natural 2 CITY COUNCIL WORK SESSION July 6, 2015 DRAFT 90 look was good but not everyone could follow that concept. He said the plans for the 91 island look functional and fantastic. 92 93 Ms. Schmuland thanked the mayor and noted that her work for the city hall area has been 94 fun and rewarding because she finds it's a privilege to contribute to the community where 95 she lives. 96 97 Mr. DeGardner said the planting plans and costs would be discussed at budget time. He 98 also thanked the Schmuland's for donating their time and expertise and also offering to 99 get a discount on the plantings. 100 101 Ms. Schmuland added that she understands the need to balance and integrate the natural 102 with other elements. This area around the complex should be formalized. 103 104 Council Member Roeser noted that the council has been discussing the concept of a 105 veteran's memorial in the city. He wonders if this space around city hall has been 106 considered and if that would fit in to this project. Ms. Schmuland replied that a 107 memorial would be very inviting and would honor the space in her opinion. 108 109 Mr. DeGardner added that staff is supportive of the landscaping plans for the island and 110 he can report that the new concept would actually save on maintenance for staff. 111 112 Council Member Rafferty added that he was a proponent of the landscaping change 113 around city hall and he's happy that the new look has been embraced. He also offered 114 thanks to the Schmulands for their hard work. 115 116 3. NE Lino Drainage Area - Community Development Director Grochala reviewed his 117 written report outlining the history and functionality of the drainage system for the 118 northeast area of the city. The city has submitted a plan to the watershed district that 119 begins a process that could lead to a feasibility report for a drainage improvement project. 120 He introduced Pete Willenbring of WSB and Associates to review the aforementioned 121 plan. Mr. Willenbring explained that there are requirements that the watershed district 122 call for before development can occur so this is a process the city would want to keep 123 moving if development in the area is planned. He discussed the need to keep pollution 124 loads in check and reviewed the plans included in the staff report. 125 126 The council discussed future costs and Mr. Grochala suggested that the study would be in 127 the range of $50,000 and the project as a whole probably more than $1 million. The 128 city's investment at this point is around $40,000, paid from the surface water 129 management fund. The council discussed the developer's involvement in funding. 130 Mayor Reinert noted that surface water really goes where it would go anyway but the 131 improvements would move it faster. Council Member Stoesz asked if the project could 132 be phased as part of development and staff said yes and that topic would be a part of a 133 feasibility study. 134 3 CITY COUNCIL WORK SESSION July 6, 2015 DRAFT 135 The council heard about right-of-way discussions underway with impacted property 136 owners. It was also noted that, with a new drainage plan, the current ditch system 137 wouldn't be needed any longer and could be abandoned. Council Member Stoesz noted 138 that he isn't comfortable with moving ahead with the feasibility study (costs) without 139 knowing that the land will be available. Community Development Director Grochala 140 explained that the information provided in a feasibility study would be very helpful in 141 providing facts. 142 143 Staff will report again on the project at the next work session. 144 145 4. Mattamy Development Update and Discussion — Community Development Director 146 Grochala updated the council on the status of the proposed Watermark project. Rick 147 Packer, representing Mattamy Homes, was present. Mr. Grochala explained that Mr. 148 Packer did appear before the Planning and Zoning Board recently to provide information 149 on the project. The board raised three issues noted in the staff report and Mr. Grochala 150 said he would intend to review those areas with the council as the developer is beginning 151 to prepare their PUD development application. He noted that through discussion and 152 information provided, the Planning and Zoning Board was able to come away in support 153 of the development. He reviewed the concept plan layout and an analysis of what's gone 154 into planning for the area, including transportation improvements. He reviewed 155 guidance provided for the area by the Comp Plan, AUAR and PUD. He discussed the 156 matter of commercial development and that the area has been studied and researched and 157 found to not be favorable for commercial activities. He reviewed land nearby the 158 proposed development that is planned for commercial as well as the commercial 159 properties already in the area. On the matter of density, Mr. Grochala reviewed what is 160 proposed for the project and what is allowed as a maximum (proposed is lower than 161 maximum). He reviewed the front view of each proposed home style. The council 162 asked about the townhouse element and Mr. Packer explained that they would be grouped 163 by six in a row style. When asked if twin homes are proposed, Mr. Packer said there's 164 no real advantage in selling that type — people just go for the detached if it's two. When 165 Council Member Roeser asked if regional guidelines are forcing the inclusion of 166 townhomes in the development, Mr. Packer said no, the townhome portion fits well into a 167 development in areas next to something like commercial (and in this case, next to the 168 park and ride facility). 169 170 Council comments included that it appears commercial isn't viable and shouldn't be 171 forced; do not like the roundabouts; lot widths of 44 feet are not good and aren't seen in 172 other developments; some people like the idea of less maintenance that comes with a 173 smaller lot or townhouse. When asked if the development will include a community 174 center, Mr. Packer said it is pretty much expected these days and will probably be 175 something like a club house. 176 177 The council discussed planned street widths (the mayor prefers wider widths because it 178 provides greater access in and out). The council concurred that no commercial is 179 acceptable at this point but the matter of lot width needs more drill down. 4 CITY COUNCIL WORK SESSION July 6, 2015 DRAFT 180 181 5. Advertising for New Positions- The council is being requested to approve 182 posting of two new positions — Assistant City Administrator and Part Time Building 183 Inspector. 184 185 The council declined to discuss the Assistant City Administrator position since 186 Administrator Karlson was not present. 187 188 The council concurred on moving forward with the Part Time Building Inspector position 189 after Community Development Director Grochala explained the need for the position, 190 that it is already included in the budget and that it will be a no benefits position. 191 192 6. Advisory Board Applicants- City Clerk Bartell reviewed the openings and the 193 applicants. The council will interview candidates on July 13 before or after the regular 194 meeting that evening. 195 196 7. Council Updates on Boards and Commissions- Council members provided 197 updates on their representation on the Vadnais Lakes Area Water Management 198 Organization (VLAWMO) and North Metro Telecommunications Commission. 199 200 8. Monthly Progress Report — Community Development Director Grochala 201 reviewed the written report. 202 203 9. Regular Council Agenda of July 13, 2015 — The regular agenda was reviewed. 204 205 The meeting was adjourned at 9:30 p.m. 206 207 These minutes were considered, corrected and approved at the regular Council meeting held on 208 July 27, 2015. 209 210 211 212 213 Julianne Bartell, City Clerk Jeff Reinert, Mayor 214 5 COUNCIL MINUTES July 13, 2015 DRAFT 1 CITY OF LINO LAKES 2 MINUTES 3 4 5 DATE : July 13, 2015 6 TIME STARTED : 6:30 p.m. 7 TIME ENDED : 7:20 p.m. 8 MEMBERS PRESENT : Council Member Stoesz, Kusterman, 9 Rafferty (arrived @6:34), Roeser (arrived @ 6:35), 10 and Mayor Reinert 11 MEMBERS ABSENT : none 12 13 Staff members present: Community Development Director Michael Grochala; Chief of Police John 14 Swenson; City Planner Katie Larsen; and City Clerk Julie Bartell 15 16 PUBLIC COMMENT 17 18 No one was present to address the council regarding a matter not on the agenda. 19 20 SETTING THE AGENDA 21 22 The agenda was approved as presented. 23 24 CONSENT AGENDA 25 26 Council Member Stoesz moved to approve the Consent Agenda, as presented. Council Member 27 Kusterman seconded the motion. Motion carried on a voice vote. 28 29 ITEM ACTION 30 31 Consideration of Expenditures: 32 33 July 13, 2105 (Check No. 101659 - 34 101782, $1,161,576.81) Approved 35 36 Centennial Fire District (Check No. 7007- 37 7024, $27,676.78) Approved 38 39 June 22, 2015 Council Work Session Minutes Approved 40 41 June 22, 2015 City Council Meeting Minutes Approved 42 43 Resolution No. 15-71, Peddler License for Edward 44 Jones Financial Advisors Approved 45 1 COUNCIL MINUTES July 13, 2015 DRAFT 46 Resolution No. 15-72, Parade/Run Permit for St. Joseph's 47 Parish Summer Festival Approved 48 49 50 FINANCE DEPARTMENT REPORT 51 52 There was no report from the Finance Department. 53 54 ADMINISTRATION DEPARTMENT REPORT 55 56 3A) On -Sale and Off -Sale Liquor Regulations, Consider Amendments to the City Code 57 (concurrent with 2015 State Law changes): 58 i. 1st Reading of Ordinance No. 05-15, Amending Section 701.02, Subdivision 1, to 59 allow the off -sale of growlers on Sunday; 60 ii. 1St Reading of Ordinance No. 04-13, Amending Section 701.09, Subdivision 3, 61 regarding Sunday on -sale hours 62 63 City Clerk Bartell explained that there were several changes to liquor regulations that were adopted 64 by the State Legislature this year. Two of those amendments are options that cities may choose to 65 adopt into their local laws. The council has reviewed the changes at a recent work session. Liquor 66 license holders have been informed of the state laws changes as well. 67 68 Ordinance No. 05-15 would allow licensed brewers to off -sale growlers on Sunday, if the city allows 69 the sale of growlers generally. The city may establish the hours that this off -sale may occur. If the 70 council wishes to adopt the new law, staff recommends that the hours be the same as off -sale hours 71 for all other days. 72 73 Ordinance No. 04-15, is based on what is commonly being referred to as the "Bloody Mary Law". 74 This new law allows cities to change the on -sale hours that liquor may be sold on Sunday to as early 75 as 8:00 a.m. The new sale hours are limited to restaurants, clubs, bowling alleys and hotels. 76 77 Ms. Bartell noted that there has been interest in both of the changes from license holders in the city. 78 79 Mayor Reinert noted that the city has been reviewing its regulations and making some changes lately 80 and he believes that it helps the city stay on trend with businesses and even attract new businesses. 81 He noted several new restaurants that have recently opened in the city. 82 83 Council Member Kusterman moved to approve the 1st Reading of Ordinance No. 05-15 as presented. 84 Council Member Roeser seconded the motion. Motion carried on a voice vote. 85 86 Council Member Kusterman moved to approve the 1st Reading of Ordinance No. 04-15 as presented. 87 Council Member Roeser seconded the motion. Motion carried on a voice vote. 88 89 3B) Consider Hiring PT Scanner Operator — City Clerk Bartell noted the ongoing project to 90 digitize city records. In order to handle scanning of the large amount of back records, the city has 2 COUNCIL MINUTES July 13, 2015 DRAFT 91 hired part-time scanners. At this time there is an opening for one individual in this position and after 92 a hiring process, staff is recommending that the council approve Ms. Kristine Kroll. 93 94 Council Member Rafferty moved to approve the hiring of Ms. Kroll as recommended. Council 95 Member Stoesz seconded the motion. Motion carried on a voice vote. 96 97 3C) Considering Hiring Community Development Intern- Community Development Director 98 Grochala explained that this intern position that handles a variety of support functions in the 99 department is currently authorized but vacant. He is recommending that the council hire Mr. Keith 100 Dahl to fill the position. 101 102 The mayor noted that this position fills some of the gap left by the vacancy of the Economic 103 Development Coordinator position, but at a much lower cost. Mr. Grochala noted that an intern 104 program also allows people to gain experience. 105 106 Council Member Rafferty moved to approve the hiring of Mr. Dahl as recommended. Council 107 Member Stoesz seconded the motion. Motion carried on a voice vote. 108 109 3D) Consider Hiring Solid Waste Intern- Community Development Director Grochala noted 110 that this intern position is also currently vacant and he is recommending that the city hire Aubrey 1 1 1 Fonfara. He noted that funding for this position is available through grant funds from Anoka County. 112 113 Mayor Reinert discussed the link between having this intern position and receiving the grant funds. 114 It is a position that is directly linked to receiving outside grant funds and would no doubt go away if 115 and when those funds aren't received. 116 117 Council Member Kusterman moved to approve the hiring of Ms. Fonfara as recommended. Council 118 Member Roeser seconded the motion. Motion carried on a voice vote. 119 120 3E) Resolution No. 15-70, On -Sale and Sunday Sales Liquor License for Don Julio- City 121 Clerk Bartell reported that the city has received an application for an On -Sale with Sunday Sales 122 liquor license for the restaurant Don Julio's that plans to open this fall at 701 Apollo Drive. Their 123 application process is complete, the related fees have been explained and insurance information has 124 been provided to the City as required. In accordance with the Lino Lakes Code of Ordinances, this 125 application requires approval by the City Council. 126 127 Coucnil Member Reoser moved to approve Resolution No. 15-70 as presented. Council Member 128 Kusterman seconded the motion. Motion carried on a voice vote. 129 130 3F) Resolution No. 15-69, Special Event Permit for Fiesta Cancun Grand Opening event, to 131 be held on July 24, 25 and 26, 2015- City Clerk Bartell reviewed the request of this new restaurant 132 for a special event to celebrate a grand opening. Staff has reviewed the plans for safety and 133 compliance to city regulations. Council Member Stoesz confirmed that the music component is for 134 only two nights even though the event is planned for three. 135 3 COUNCIL MINUTES July 13, 2015 DRAFT 136 Council Member Roeser moved to approve Resolution No. 15-69 as presented. Council Member 137 Kusterman seconded the motion. Motion carried on a voice vote. 138 139 PUBLIC SAFETY DEPARTMENT REPORT 140 141 4A) Consider Hiring Paid On -Call Firefighters — Police Chief Swenson requested that the 142 council authorize hiring of four firefighters. He reviewed the extensive pre -hiring process used by 143 the department. These members would begin training in August if hired by the city. 144 145 Council Member Roeser moved to approve the hiring of Anne Burton, Jeffrey Frid, Sean Mooney and 146 Kyle Torres as recommended. Council Member Stoesz seconded the motion. Motion carried on a 147 voice vote. 148 149 4B) Public Safety Department Update — Chief Swenson provided the following update: 150 Fire Station Project - the project is moving ahead of schedule; 151 Staffing - with the addition of the four new hires tonight, the Fire Department is at 38 total, 152 with a new training class beginning at Century College on August 24 and those students fully 153 certified by mid-December and the department and staff members ready to go live in January; 154 Apparatus: One engine purchased by the city is ready to go and is being used in training; the 155 other truck is being prepared and will be ready for viewing on Night to Unite; 156 Policies: written department policy is complete and will roll out with training. 157 158 Mayor Reinert noted the good numbers being seen in recruitment of firefighters. 159 160 Council Member Roeser gave an update on the Centennial Fire Steering Committee meeting. There 161 are impacts being seen with the changes coming. There will be budget impacts and some service 162 changes for the cities in the district. 163 164 Mayor Reinert noted that there are many reasons that the council made the change to a city 165 department. It will be an improvement for public safety for the city. 166 167 PUBLIC SERVICES DEPARTMENT REPORT 168 169 5A) Consider Hiring Streets Maintenance Worker — Community Development Director 170 Grochala explained that this is a back fill position related to a recent resignation. This is a general 171 maintenance street position with additional assignment to utilities as needed. 172 173 Council Member Rafferty moved to approve the hiring of Kyle Gray as recommended. Council 174 Member Stoesz seconded the motion. Motion carried on a voice vote. 175 176 COMMUNITY DEVELOPMENT DEPARTMENT REPORT 177 178 6A) Resolution No. 15-73, Authorizing Acquisition of Temporary and Permanent Easements, 179 Birch Street Utility and Turn Lane Improvements — Community Development Director Grochala 4 COUNCIL MINUTES July 13, 2015 DRAFT 180 noted that this easement is required as part of the Birch Street project. The property owner has 181 agreed to the easements and will receive compensation. 182 183 Council Member Kusterman moved to approve Resolution No. 15-73 as presented. Council Member 184 Roeser seconded the motion. Motion carried on a voice vote. 185 186 6B) 2nd Reading of Ordinance No. 03-15, Vacating a Drainage and Utility Easement for 187 Turnberry Crossing Second Addition - City Planner Larsen briefly reviewed Ordinance No. 03-15 188 providing for vacation of a drainage and utility easement. The change is required based on the 189 amended plans for this development. 190 191 Council Member Rafferty moved to dispense with the full reading of the ordinance. Council Member 192 Stoesz seconded the motion. Motion carried on a voice vote. 193 194 Council Member Roeser moved to approve the 2nd Reading and adoption of Ordinance No. 03-15 as 195 presented. Council Member Kusterman seconded the motion. Motion carried; Yeas, 5; Nays none. 196 197 UNFINISHED BUSINESS 198 199 There was no Unfinished Business. 200 201 NEW BUSINESS 202 203 There was no New Business. 204 205 COMMUNITY EVENTS 206 207 MONTHLY RECYCLE DAY will be held at Lino Park (7850 Lake Drive) on Saturday, July 18 from 208 10:00 a.m. to 2:00 p.m. See city website for a list of accepted items. 209 FREE MOVIE IN THE PARK "The Little Rascals" will be playing at Lino Park (7850 Lake Drive) at 210 dusk on Thursday, July 16. 211 212 213 214 215 216 217 218 219 220 221 222 223 FREE PUPPET SHOW IN THE PARK will held at Clearwater Creek Park (2270 Tart Lake Road) at 7:00 p.m. on Wednesday, July 22. COMMUNITY CALENDAR 4- Monday, July 27 4- Monday, July 27 Community Calendar - A Look Ahead July 13, 2015 through July 27, 2015 5:30 pm, Community Room Council Work Session 6:30 pm, Council Chambers City Council Meeting 5 COUNCIL MINUTES July 13, 2015 DRAFT 224 ADJOURN 225 226 There being no further business, Council Member Rafferty moved to adjourn at 7:20 p.m. Council 227 Member Stoesz seconded the motion. Motion carried on a voice vote. 228 229 These minutes were considered and approved at the regular Council Meeting, July 27, 2015. 230 231 232 233 234 Julianne Bartell, City Clerk Jeff Reinert, Mayor 235 6 STAFF ORIGINATOR: MEETING DATE: TOPIC VOTE REQUIRED: 3/5 INTRODUCTION CITY COUNCIL AGENDA ITEM 1D Lisa Hogstad-Osterhues, Deputy City Clerk July 27, 2015 Consider Resolution No. 15-74, Approving a Special Event Permit for the Tavern on Main Tent Event on August 14 & 15, 2015 The owner of The Tavern on Main, Mr. Chad Wagner, has applied to the City for permission to conduct a special event on his property at 8001 Lake Drive on August 14 and 15. Mr. Wagner has held a similar event for the past several years during the Lino Lakes Blue Heron Days festival. BACKGROUND Mr. Wagner has submitted an application for a special event permit, noting that his event will include a tent in his parking lot with live music, food and alcoholic beverages. Staff has been working with him to ensure that the event plans meet appropriate state and local regulations. In past years, the placement of the tent has been an issue as far as setback. Mr. Wagner has addressed the setback issue by acquiring a lease of adjacent land. A list of conditions has been developed relating to the application and event. All conditions are set forth as Attachment A to Resolution No. 15-74 and it is recommended that they be attached if the Council elects to approve this permit. Mr. Wagner has reviewed and accepted the conditions. The applications, site plan and all background information are available for review in the City Clerk's Office. RECOMMENDATION Approve Resolution No. 15-74, Authorizing a Special Event Permit for The Tavern on Main Tent Event on August 14 and 15, 2015, with the conditions as set forth CITY OF LINO LAKES RESOLUTION NO. 15-74 AUTHORIZING SPECIAL EVENT PERMIT FOR MILLER'S ON MAIN TENT EVENT WHEREAS, Chad Wagner of The Tavern on Main has submitted an application for a special event permit for a tent event to be held on August 14 & 15, 2015, at the business at 8001 Lake Drive; and WHEREAS, consistent with previous approvals, and recognizing that successfully implementing an event of this type requires ongoing communication and instruction, staff recommends that conditions of approval be attached and incorporated into this resolution; and WHEREAS, the applicant has expressed a willingness to be bound to the conditions recommended by staff (Attachment A) and to continue to work with staff to address additional concerns which may arise; and WHEREAS, the Lino Lakes Police Department and the Centennial Fire District has reviewed the application and event plans; and WHEREAS, proof of general liability and liquor liability insurance has been submitted by the applicant; NOW, THEREFORE, BE IT RESOLVED by The City Council of The City of Lino Lakes, Minnesota: That the City Council authorizes issuance of a special event permit to applicant Chad Wagner of The Tavern on Main for event on August 14 and 15, 2015 subject to the attached conditions (Attachment A). Adopted by the Council of the City of Lino Lakes this 27th day of July, 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 ATTACHMENT A (Resolution No. 15-74) Conditions and Checklist for issuance of Special Event Permit to Chad Wagner d/b/a The Tavern on Main, for music event on August 14 & 15, 2015: (1) The applicant has plans for parking vehicles including size and location of lots, points of access; and proof of permission for use of property upon which the special event is to be held or upon which parking may occur, and in the case of County right-of-way, proper documentation from the County approving the plans; (2) For the concerts, the use of wristbands for limiting the number of persons is indicated in the application and to keep underage drinking out. An entrance fee shall be charged and entrance shall be by wrist bands only. The applicant shall also indicate the maximum number of persons that shall be permitted, and the fire marshal shall provide a maximum number of occupants based on the size of the tent; (3) Plans are submitted for fencing the location and the gates contained in such fence; (4) Plans are submitted for providing toilet and lavatory facilities including the source, number, and location, type and means of disposing of waste deposited; (5) Plans are submitted for holding, collection, and disposing of solid waste material; (6) Plans are submitted to illuminate the location of the event including the source and amount of power and the location of lights; based on plans provided, the fire inspector shall determine if a state permit is required; (7) (8) (9) Applicant will provide security on premise as outlined in Special Event Application. Applicant will provide all staff training for employees that will be working this event between August 1, 2015 and August 14, 2015. This shall be consistent with training outline submitted to the City by The Tavern on Main at the July 6, City Council Work Session. Training shall focus on prevention of over service of alcohol and other means to safely serve customers. Plans are submitted for sound control and sound amplification, if any, including number, location, and power of amplifiers and speakers; all reasonably necessary precautions shall be taken by the applicant to insure that the sound of the assembly will not carry unreasonably beyond the enclosed boundaries of the location of the assembly; (10) Plans are submitted to meet the requirements of the State Fire Code, including but not limited to the following: i. Minimum of three 2A1OBC fire extinguishers need to be on location in the tent area; ii. "No Smoking" signs need to be displayed throughout the area. iii. No pyrotechnics are allowed. iv. No parking within 20 feet of the tent. Measured from stakes. v. No open flames within 20 feet of tent. Measured from stakes. vi. Generator to be located at least 20 feet from tent. Measured from stakes. vii. Clearance to property line needed to 20 feet. Measured from stakes; viii. Certificate of flame retardant for all panels of tent. (11) Music shall cease at 12:00 a.m. (12) Telephone service shall be in place sufficient to connect to emergency services; (13) The applicant shall provide proof of appropriate liability insurance. (14) The placement of a tent must comply with setback requirements. (15) Safe sober rides to and from provided by Centennial Hockey free of charge. (16) Private spotters hired to watch for any customers showing signs of obvious intoxication. (17) The applicant shall meet with Public Safety Director, of his designee, within two weeks after the event to review the event and any associated incidents. STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM lE Lisa Hogstad-Osterhues, Deputy City Clerk July 27, 2015 Consider Approval of Resolution No. 15-75, Approving Premise Permit Application from American Legion Post 566 to conduct Charitable Gambling at the American Legion Post 566 3/5 An application for a premises permit has been submitted from the American Legion Post 566 by CEO Paul Lesch and the Gambling Manager Homer White. The application request permission for American Legion Post 566 to conduct charitable gambling at the American Legion Post 566, 7731 Lake Drive. Charitable gambling is already in place at that location, benefiting the Centennial High School Football Boosters Club. BACKGROUND The application is complete. The Lino Lakes Police Department has conducted a background investigation relative to this application and found no information on the applicants that would give a specific reason to deny the application. Minnesota Lawful Gambling law requires that the local unit of government approve applications for premises permit before they are submitted to the Gambling Control Board for final consideration. Therefore, the City Council is being asked to consider approval of a resolution approving the application submitted by the American Legion Post 566. RECOMMENDATION Approve Resolution No. 15-75, approving a premise permit application from the American Legion Post 566 to conduct charitable gambling at the American Legion Post 566, 7731 Lake Drive. CITY OF LINO LAKES RESOLUTION NO. 15-75 LOCAL APPROVAL OF A LAWFUL GAMBLING PREMISES PERMIT FOR THE AMERICAN LEGION WHEREAS, the Lino Lakes City Council has received a request from the American Legion for a lawful gambling premises permit to conduct gambling (pull tabs, tip board, paddlewheel, electronic pull -tabs and occasional bingo) at American Legion Post 566; and WHEREAS, the Minnesota Gambling Control Board requires the City of Lino Lakes to submit a resolution to the City Council approving the premises permit application; and WHEREAS, the City of Lino Lakes has conducted the required background investigation; and WHEREAS, the American Legion Post 566 is in compliance with Chapter 611 of the Lino Lakes City Code relating to Lawful Gambling; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes hereby approves the request of the American Legion Post 566 for a Premise Permit for Charitable Gambling at the American legion Post 566. Adopted by the Council of the City of Lino Lakes this 27nd day of July, 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 Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 1F STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy Clerk MEETING DATE: July 27, 2015 TOPIC: Advisory Board Appointments VOTE REQUIRED: 3/5 INTRODUCTION Each year, the City council appoints or reappoints citizens to serve on council advisory groups. BACKGROUND The city advertised and received applications from interested residents. Interviews of candidates were conducted by the council and votes were cast and tallied by staff with the following results: Environmental Board — 1 vacancy (1 board member resigned/moved in April, 2015, 1 term expires Dec. 31, 2016) Liz Kaufenberg Economic Development Advisory Committee — 2 vacancies, 1 incumbent reapplied (2 terms expired Dec. 31, 2014, new term expires Dec. 31, 2017) Chad Wagner - i Please note: we are in the process of accepting applications for one vacancy. RECOMMENDATION Approve advisory board appointments as listed above. STAFF ORIGINATOR: MEETING DATE: TOPIC VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 1G Lisa Hogstad-Osterhues, Deputy City Clerk July 27, 2015 Consider Resolution No. 15-76, Approving a Special Event and Parade/Run Permit for the 2015 Blue Heron Days festival 3/5 Plans have been finalized for Lino Lake's annual community festival, Blue Heron Days. The festival will take place the weekend of August 14, 15 and 16, 2015. BACKGROUND Events scheduled for this year's festival include a 5K Run, Kids Fun Run, a grand day parade on Lake Drive, city ambassador program with coronation ceremony, American Legion softball tournament at Sunrise Park, a petting zoo, CERT Team Blood Drive, Magic Bounce inflatables, a business expo, kiddie carnival, family movie night, live music, free henna tattoos, free caricature drawings and free comfort yoga. Many of the activities for this year's festival will occur in the city's own Lino Park. A special event application requesting city permission to conduct these activities has been submitted to the city by Tanya Mozingo, Recreation Supervisor for the City of Lino. The use of of city property has been approved by Rick DeGardner, Director of Public Services, and City of Lino Lakes for some of these events. Tanya Mozingo, Recreation Supervisor, has been working with city staff on the parade details and has provided the following information. She anticipates approximately 60 units in the parade; the proposed route for the parade would be the same as in 2014, running on Lake Drive from Marketplace Drive to James Street, with a staging area in the Super Target parking lot. Ms. Mozingo has obtained permission from Anoka County to conduct the parade on County Road 23 (Lake Drive). Proof of liability and insurance coverage has been submitted to the City by the vendors. The Police Department has confirmed there will be one on-site police officer between noon — 4 p.m. to direct people crossing the street on Lake Drive. Public Works will place road signs, barricades cones, recycle cans, tables, etc. The applicant has all necessary permissions for use of property involved in the event. RECOMMENDATION Approve Resolution No. 15-76, Authorizing a special event and parade/run permit for the Blue Heron Days festival. ATTACHMENTS Resolution No. 15-76 2015 Blue Heron Days Festival Schedule of Events CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 15-76 APPROVING A SPECIAL EVENT AND PARADE/RUN PERMIT FOR BLUE HERON DAYS, AUGUST 14-15-16, 2015 WHEREAS, the Lino Lakes summer celebration, Blue Heron Days, is planned for the weekend of August 14-15-16, 2015; and WHEREAS, events scheduled for this year's festival include a 5K Run, Kids Fun Run, a grand day parade on Lake Drive, city ambassador program with coronation ceremony, American Legion softball tournament at Sunrise Park, a petting zoo, CERT Team Blood Drive, Magic Bounce inflatables, a business expo, kiddie carnival, family movie night, live music, free henna tattoos, free caricature drawings and free comfort yoga. Many of the activities for this year's festival will occur in the city's own Lino Park. WHEREAS, the City of Lino Lakes is sponsoring many festival events and has submitted an application for a special event and parade permit in conjunction with all the events; WHEREAS, said permit applications were reviewed for compliance with the City of Lino Lakes Code of Ordinances and for safety considerations by city administration, police, fire and public works divisions; and WHEREAS, Anoka County has approved a special roadway use permit to allow for parade activities on Lake Drive on August 15, 2015 between the hours of 10:00 a.m. and 1:00 p.m.; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the City Council hereby approves the special event and parade/run applications for the 2015 Blue Heron Days festival subject to ongoing efforts to ensure proper safety, signage and related issues. Adopted by the Council of the City of Lino Lakes this 27th day of July, 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 LINO PARK 7850 Lake Drive Lino Lakes, MN 55014 Friday Features: Free Movie at Lino Park at Dusk Saturday Features: ever number asaso I3 a {tERORpt.: Tavern on Main Street Dance and Concert at 8 p.m. THE ANNUAL PARADE Giant Inflatable Waterslide is BACK! fiddle Corn al • Tavern on Main street Dance and ewer, at 8 p.m. stoMIe8: Toss Free Comfort Yoga Live Music at Lino Park Six To Midnight \t'fuod Ctiomber of F` Commerce Business, 1 i«xpa and Art Fair Sunday Features: Daisy Dash and Kids Splash and Dash Duathlon! Visit our website to sign up. AND MUCH MORE! Check out www.blueherondays.org or find us on Facebook for full details. Waldoch Farm Garden Tour and Corn Feed Thank you to our Distinguished Platinum Sponsor: R 1.111114117 TWIN CITIES (iATEWAY STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND: CITY COUNCIL AGENDA ITEM 1H Lisa Hogstad-Osterhues, Deputy City Clerk July 27, 2015 Consider Resolution No. 15-77, Authorizing issuance of a 1-4 Day Temporary On -Sale Liquor License for the American Legion Post 566 Simple Majority (3/5 Vote Required) American Legion Post 566 is in the process of applying for a special event permit for August 15th, 16th and 17th during the weekend of the Blue Heron Days festival. They would like to obtain a 1-4 Day Temporary On -Sale Liquor License to conjunction with that event. The American Legion be fencing off a portion of their property on the south side of their building. The Minnesota Alcohol and Gambling Enforcement Division requires a 1 — 4 Day Temporary On- Sale Liquor License to allow the consumption of alcohol in this outdoor area. The applicant is required to submit their request to the City requesting local approval before the application is submitted to the state for final consideration. The Legion has submitted to the City an application for the 1 -Day Temporary On -Sale Liquor License. The application has been reviewed by staff. Therefore, staff is presenting for city council consideration a resolution authorizing the issuance of a 1-4 Day Temporary Liquor License to the American Legion Post 566. RECOMMENDATION: Approve Resolution No. 15-77, authorizing issuance of a 1-4 Day Temporary On- Sale Liquor License for the American Legion Post 566. CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 15-77 APPROVING AMERICAN LEGION POST 566 APPLICATION FOR A 1-4 DAY TEMPORARY ON -SALE LIQUOR LICENSE WHEREAS, Minnesota Statutes, Section 340A, allows the city council to consider a 1-4 day temporary on -sale liquor license to a non-profit organization in connection with a proposed social event sponsored by the licensee and held within the city limits; and WHEREAS, the American Legion Post 566 has submitted an application for a 1-4 day temporary on -sale liquor license to serve alcohol at their proposed special event located at 7731 Lake Drive on August 14, 15 & 16, 2015; and WHEREAS, the American Legion Post 566 has paid the required fee; and WHEREAS, the City of Lino Lakes has conducted a background check on the applicant; and WHEREAS, the Alcohol & Gambling Enforcement Division requires the application be approved by the City of Lino Lakes City Council before being submitted for approval to the Liquor Control Board; NOW, THEREFORE, BE IT RESOLVED that the Lino Lakes City Council hereby approves the request of the American Legion Post 566 for a temporary 1-4 day on -sale liquor license. Adopted by the Council of the City of Lino Lakes this 27th day of July, 2015. The motion for the adoption of the foregoing resolution 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: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk and STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 3A Julie Bartell, City Clerk July 27, 2015 On -Sale and Off -Sale Liquor Regulations, Amendments to the City Code (concurrent with 2015 State law changes) i. Consider 1st Reading of Ordinance No. 05-15, Amending Section 701.02, and Subdivision 1, to allow the off -sale of growlers on Sundays; ii. Consider 1st Reading of Ordinance No. 04-15, Amending Section 701.09, Subdivision 3, regarding Sunday on -sale hours 3/5 On May 1, 2015, the Governor signed into law the 2015 omnibus liquor law. The law amends Minnesota Statutes, to allow a brewer to sell growlers on Sunday. Also the "Bloody Mary" law amended the statutes to allow Sunday on -sales to begin at 8:00 a.m. These changes in state law require adoption by the city if the council wishes to incorporate them into local regulations. If the city does not wish to allow either, it need not change the code. There is interest from license holders in the city on both of these changes. BACKGROUND Growlers To allow a state -licensed brewer to sell off -sale of growlers on Sunday, the brewer will need an off -sale license and general approval from the city council. If a brewer already has an off -sale license to sell growlers, the city must approve Sunday growler sales in general, as well as the hours off -sale can occur. Since off -sales are allowed on all other days from 8:00 a.m. to 10:00 p.m., staff is proposing the same hours for the off -sale of growlers on Sundays. No other off -sales are allowed on Sundays. Bloody Mary Law The City Code includes the hours that on -sale liquor sales are allowed in the city. Currently the holder of an on -sale license with Sunday sales may begin selling liquor at 10:00 a.m. on Sunday. The new state law allows cities to change their regulations to allow Sunday sales beginning at 8:00 a.m. but only for licensed restaurants, clubs, bowling centers or hotels. RECOMMENDATION The council reviewed and discussed these changes to liquor regulations at a recent work session. The first reading of Ordinances No. 04-15 and 05-15 was approved by the City Council on July 13, 2015. Staff is recommending that the council approve the 2nd Reading and Adoption of Ordinance No. 04-15 and Ordinance No. 05-15. ATTACHMENTS Ordinance No. 04-15 Ordinance No. 05-15 Summary of actions included in 2015 Minnesota Omnibus Liquor Bill 1" Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 05-15 ORDINANCE AMENDING TITLE 700, CHAPTER 701 OF THE LINO LAKES CODE OF ORDINANCES RELATING TO LIQUOR AND BEER. The City Council of the City of Lino Lakes, Anoka County, Minnesota, does ordain: Section 1. That Section 701.02, Subdivision 10, of the Lino Lakes Code of Ordinances be amended to as follows: 701.02 LICENSE REQUIRED (10) Off -sale growler. An off -sale growler license authorizes off -sale of malt liquor produced by a brewer and packaged in 64 -ounce or 750 -milliliter containers that are designed, sealed and labeled pursuant to M.S. § 340A.301, Subd. 7(b), as it may be amended from time to time. Only brewers licensed under M.S. § 340A.301, Subd. 6(d), (i) or (j) are eligible for an off -sale growler license, subject to the limitations set forth in Subd. 7(b) of that statute. The off -sale of growlers may be conducted on Sundays. All Sunday growler sales must be made between the hours of 8:00 a.m. and 10:00 p.m. 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 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 1St Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 04-15 ORDINANCE AMENDING TITLE 700, CHAPTER 701 OF THE LINO LAKES CODE OF ORDINANCES RELATING TO LIQUOR AND BEER. The City Council of the City of Lino Lakes, Anoka County, Minnesota, does ordain: Section 1. That Section 701.09, Subdivision 3, of the Lino Lakes Code of Ordinances be amended to as follows: 701.09 RESTRICTIONS ON PURCHASE AND CONSUMPTION (3) Hours. No on -sale or off -sale of liquor shall be made, nor any licensed premises be occupied, after 2:00 a.m. on Sunday nor until 8:00 a.m. on Monday, except that a holder of a Sunday on -sale license may sell liquor between 10:00 8:00 a.m. on Sunday and 2:00 a.m on Mondays. No on -sale shall be made between the hours of 2:00 a.m. and 8:00 a.m. on any weekday. No on -sale shall be made after 8:00 p.m. on December 24. No off -sale shall be made before 8:00 a.m. or after 10:00 p.m. of any day except that no off -sale shall be made on December 24 after 8:00 p.m. No off -sale shall be made on Thanksgiving Day or Christmas Day, December 25. Adopted by the Lino Lakes City Council this day of , 2014. The motion for the adoption of the foregoing ordinance 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 Omnibus liquor bill Chapter 9 (HF 1090/SF 1238*) is the omnibus liquor bill. Article 1 of the bill is the revisor recodification of statutes and amends several sections of Minn. Ch. 340A relating to brewpubs, small brewers, and microdistilleries. The article is effective May 2, 2015. Below are provisions of the Article 2 most relevant to cities. • Microdistillery off-sale. Section 1 adds new language to Minn. Stat. § 340A.22 to allow microdistilleries to be issued an off-sale license by a local licensing authority. The microdistillery must only sell one 375 milliliter bottle to one person per day. Of sale hours must conform to hours of sale for retail off-sale licensees in the licensing municipality and no brand may be sold at the microdistillery unless it is also available for distribution by wholesalers. Effective May 2, 2015. • Sunday growler sales. Sections 2 and 3 amend Minn Stat. § 340A.301, subdivisions 6d and 7 to allow a brewer that is issued a license for off-sale to sell growlers on Sundays. Sunday sales must be approved by the licensing jurisdiction and hours may be established by those jurisdictions. Effective May 2, 2015. • City of Minneapolis special license. Section 4 amends Minn. Stat. § 340A.404, subd. 2 to allow the City of Minneapolis to issue an on-sale intoxicating liquor license to Norway House. Effective upon approval by the Minneapolis City Council and in compliance with Minn. Stat. § 645.021. • Microdistillery temporary license. Section 5 amends Minn. Stat. § 340A.404, subd. 10 to allow a microdistllery to be issued a temporary license for on-sale of intoxicating liquor in connection with a social event sponsored by the microdistillery. Effective August 1, 2015. • Instructional permit used as proof of age. Section 6 amends Minn. Stat. § 340A.503, subd. 6 to allow an instructional permit to be used as proof of age for purchasing alcohol. EffectiveJuly 1, 2015. • Sunday on-sale at 8:00 am. Section 7 amends Minn. Stat. § 340A.504, subd. 3 changing the time that on-sale of intoxicating liquor may begin on Sundays from 10:00 am to 8:00 am. This is applicable to a restaurant, club, bowling center, or hotel with a seating capacity for at least 30 persons and which holds an on-sale intoxicating liquor license. Effective May 2, 2015. • Special licenses. Sections 8, 9, 10, 11 and 12 allow the cities of Becker (golf course), Duluth (Lester Park Golf Course), Inver Grove Heights (Inver Wood Golf Course), St. Cloud (Municipal Athletic Complex) and Brooklyn Park (wedding event center) to issue on-sale intoxicating licenses to specific facilities with the cities. Effect upon approval by each individual city council and in compliance with Minn. Stat. § 645.021. • Powdered alcohol policy study. Section 13 prohibits the manufacture, import, distribute, or sale of powdered alcohol until June 1, 2016. The section requires that the director of the Division of Alcohol and Gambling Enforcement must prepare testimony for the commerce and regulatory reform committee, and any other relevant committee, about whether current laws could be adequately enforced with regard to the manufacture, important, distribution, and sale of powdered alcohol. The director may make recommendations for legislation addressing any stated concerns. The testimony required under this paragraph is due by December 7, 2015. The section also requires the commissioner of health must prepare testimony for the Health and Human Services Reform Committee about the public health impact of powdered alcohol. The commissioner must address whether there is a potential for greater abuse of and addiction to powdered alcohol relative to malt liquor, wine and distilled spirits. The commissioner may take recommendations for legislation addressing any stated concerns. The testimony required under this paragraph is due by December 7, 2015. Effective May 2, 2015. • Brew pub sales at the State Fair. Section 14 authorizes brewpubs to sell malt liquor exclusively to a single licensee for sales at a single location at the State Fair. Sales may be made directly by the brewpub to the retail licensee or through licensed wholesalers. EffectiveAugust 1, 2015 (AL) CITY COUNCIL AGENDA ITEM 3B STAFF ORIGINATOR: Jeff Karlson MEETING DATE: July 27, 2015 TOPIC: Appointment of Finance Director VOTE REQUIRED: 3/5 INTRODUCTION The City Council is being asked to approve the appointment of Sarah Cotton for the Finance Director position. BACKGROUND Following the resignation of former Finance Director, Al Rolek, the City advertised the position and received 15 applications. Staff interviewed eight candidates in the first round of interviews and invited four candidates for a second interview. One of the finalists withdrew her candidacy. After a second interview with the three remaining finalists, there was unanimous agreement that the position should be offered to Sarah Cotton. Ms. Cotton has ten years of professional work experience in finance, including three years as Finance Director for the City of Isanti. Her starting salary would be $97,812, which is Step 3 of salary range for the position. The background check was conducted by Jan Pitman, an independent investigator (and former law enforcement officer) who was contracted by the City. RECOMMENDATION Approve the appointment of Sarah Cotton as Finance Director at a starting salary of $97,812. CITY COUNCIL AGENDA ITEM 3C STAFF ORIGINATOR: Jeff Karlson MEETING DATE: July 27, 2015 TOPIC: Connectivity Services Agreement with Community Anchor Institutions for Broadband Services at Co -Location Sites (CSA) VOTE REQUIRED: 3/5 INTRODUCTION The City Council is being asked to approve Amendment No. 1 of the Connectivity Services Agreement with Anoka County. BACKGROUND In April 2011 the City approved a Connectivity Services Agreement with Anoka County that involves a countywide broadband fiber network that connects 145 police, fire, public works, city halls, libraries, schools, and county buildings. The agreement includes fiber connectivity of the city hall, fire station #2, and public works facility. The Agreement requires that both parties send written notice to each other 180 days or more in advance of August 16, 2015, indicating the desire to renew the agreement for the next five years. Last January the City received a letter of intent from Anoka County to renew the above captioned Agreement. The City of Lino Lakes replied it also intended to renew the Agreement. The commencement date of the new term is August 17, 2015, and the new expiration date is August 16, 2020. The Agreement may be renewed under these same terms, conditions, and procedures for an additional two terms. RECOMMENDATION Approve Amendment No. 1 of the Connectivity Services Agreement with Community Anchor Institutions for Broadband Services at Co -Location Sites (CSA). ATTACHMENTS Amendment No. 1 Anoka County Contract No. C0000603A AMENDMENT NO. 1 TO Connectivity Services Agreement With Community Anchor Institution(s) For Broadband Services At Co -Location Service Site(s) THIS AMENDMENT is made this 16th day of August, 2015, the date of the signature of the parties notwithstanding, by and between the County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue, Anoka, Minnesota 55303, hereinafter referred to as the "County," and the City of Lino Lakes, hereinafter referred to as the "Entity." WITNESSETH: WHEREAS, the County wishes to amend its Agreement with the Entity for Connectivity Services on the ConnectAnokaCounty Network dated December 7, 2011; and WHEREAS, Paragraph XII. MODIFICATIONS of said Agreement provides that any material alterations, modifications or variations of the terms of this Agreement shall be valid and enforceable only when they have been reduced to writing as an amendment and signed by the parties. NOW, THEREFORE, in consideration of the mutual covenants hereinafter stated or contained in the Agreement, the parties do hereby agree as follows: 1. The parties agree to change Paragraph VI. TERM, as follows: A. This Agreement will be for a period commencing on the date of signing by both parties, and continuing until August 16, 2015 (Initial Term), with up to a total of three (3) renewal periods of additional five (5) years terms (Renewal Terms) upon written amendment. Both parties shall provide written notice of intent to renew this agreement not less than one hundred eighty days (180) before the end of the Initial Term or Renewal Term. For purposes of this agreement, written notices shall be sent to the addresses of each of the Parties as indicated above. Upon the termination or expiration of this Agreement, Anoka County shall have no further obligation to provide Services and no further liability to Entity. Upon termination or expiration of this agreement, ZAYO shall be provided a reasonable opportunity to retrieve its equipment from the co -location service site(s). At the request of the entity, ZAYO will remove equipment from individual terminated co -location sites within a mutually agreed time not to exceed 180 days. Upon termination of Entity's connectivity service from a co -location site, without terminating this entire agreement, ZAYO, at the request of the entity, shall remove its equipment from said co -location site within a mutually agreed time not to exceed 180 days and any underlying rights for that co - location site shall terminate with the removal without further action or notice by any party. Any underlying rights granted by the Entity under this Agreement shall terminate or expire with the Agreement without need for further action or notice by any party. B. Pursuant to the above paragraph, both parties have sent written notice to each other one hundred eighty (180) days or more in advance of August 16, 2015 indicating the desire to renew the agreement for the next five (5) years. The commencement date of the new term is August 17, 2015 and the new expiration date is August 16, 2020. The Agreement may be renewed under these same terms, conditions and procedures for an additional two (2) terms. C. "' If there have been any changes in service levels at the time of this Amendment, the parties will execute updated Attachment A. 2. This Amendment is hereby made a part of and shall be amended to the Agreement of the parties. 3. All other terms and conditions of the original Agreement shall remain in full force and effect. -- Remainder of page intentionally left blank -- 2 IN WITNESS WHEREOF, the parties have signed this Amendment on the dates written below. COUNTY OF ANOKA ENTITY By: By: Rhonda Sivarajah, Chair Anoka County Board of Commissioners Its: Dated: Dated: By: Jerry Soma County Administrator Dated: APPROVED AS TO FORM By: Kathryn Timm Assistant County Attorney Dated: -3 CITY COUNCIL AGENDA ITEM 3D STAFF ORIGINATOR: Jeff Karlson MEETING DATE: July 27, 2015 TOPIC: Appointment of Harlan Lundstrom as CFD Fire Chief VOTE REQUIRED: 3/5 INTRODUCTION The City Council is being asked to consider the appointment of Harlan Lundstrom as Fire Chief for the Centennial Fire District. BACKGROUND The Centennial Fire District received 20 applications for the Fire Chief position. Twelve candidates were invited for an initial interview with the three administrators and Maplewood Fire Chief Steve Lukin, who was invited to participate as an expert panelist. The interview panel forwarded the names of three candidates to the Fire Steering Committee. The Steering Committee conducted two interviews on July 9 and one interview on July 20. The Committee voted 4-1 (one abstention) to hire Harlan Lundstrom as Fire Chief. Mr. Lundstrom has served as a firefighter on the Spring Lake Park -Blaine -Mounds View Fire Department for the past 26 years; nineteen years as full-time Deputy Chief. The administrators met with Mr. Lundstrom on July 24 to discuss salary, benefits, and expectations. After considering his current salary with the SBM Fire Department, the administrators are recommending a starting salary at the maximum range, which is $90,000. RECOMMENDATION Approve the appointment of Harlan Lundstrom as Fire Chief for the Centennial Fire District at a starting salary of $90,000. CITY COUNCIL AGENDA ITEM 4A STAFF ORIGINATOR: John Swenson, Public Safety Director MEETING DATE: July 27, 2015 TOPIC: Consider Resolution No. 15-078, Approving Change Order No. 1 Fire Station No. 2 Project VOTE REQUIRED: 3/5 Vote Required INTRODUCTION Staff is requesting council action to approve Change Order No. 1 of the Fire Station No. 2 Project. BACKGROUND Revisions to the Fire Station No. 2 site plan were necessary as part of the Rice Creek Watershed District and Anoka County Highway Department permit requirements. The details of these revisions can be found in the attached CNH Memorandum. The cost associated with Change Order No. 1 is $42,727.00. The Fire Station No. 2 Project original contact amount was $3,847,100.00. With the approval of Change Order No. 1, the new contract amount will be $3,889,827.00. The project contingency can accommodate this change order. Quinn Hutson, CNH Architects, will be in attendance at the council meeting to answer any questions. RECOMMENDATION Approve Resolution No. 15-078, Approving Change Order No. 1 for the Lino Lakes Fire Station No. 2 Project in the amount of $42,727.00 to Jorgenson Construction. ATTACHMENTS CNH Memorandum — Recommendation to Council PR -01 Site Plan Revisions PR -02 Landscape and Seeding Revisions PR -03 Civil Grading, Erosion Control and Utility Revisions Change Order No. 1 CITY OF LINO LAKES RESOLUTION NO. 15-078 APPROVING CHANGE ORDER NO. 1 FOR THE FIRE STATION NO. 2 PROJECT WHEREAS, pursuant to resolution 15-20 of the Council adopted February 23, 2015, awarding the contract for the Fire Station No. 2 project to Jorgenson Construction; WHEREAS, a complete summary of costs are detailed in Change Order No. 1; NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that Change Order No. 1 is approved in the amount of $42,727.00. BE IT FURTHER RESOLVED Adopted by the Council of the City of Lino Lakes this 27 day of July, 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 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433 MEMORANDUM: PROJECT: CNH NO: DATE: TO: SUBJECT: Lino Lakes Fire Station 14045 July 19, 2015 City of Lino Lakes - Mayor and City Council Change Order #01 Review 027 The following is a summary of the items being submitted as Change Order #01 for the Lino Lakes Fire Station. Background: There are three items included in the proposed Change Order #01 labeled as Proposal Request #01, #02 and #03 which will be defined below. All three of these items are related to requirements placed on the project by Rice Creek Watershed District and Anoka County after the project was bid and contracts were signed. Due to the critical timeline of the Fire Station design and the slower submittal process for Rice Creek Watershed District along with the inability to finalize wetland delineations outside of the growing season, the design and bidding needed to continue while these two agencies reviews were in process knowing that these approvals would be finalized this late Spring before they would have impact on the construction schedule. The final determinations from these agencies, primarily RCWD, required several modifications to the internal road design, wetland mitigation and the stormwater treatment mostly as related to the turn lane designs. Scope of Changes: The main changes are incorporated in the attached Proposal Request #01 and are summarized by the following bullet points: • Move the eastern half of the internal road to the south 7'-0" to increase the wetland buffer distance along the existing wetland delineated at that area and provide additional area for snow storage. • Raise the bottom elevation of all stormwater basins to provide additional separation between basins and groundwater elevation. Increase size of some basins to compensate for reduced depth and add additional draintile piping below basin. • Increase amount of riprap and erosion control blankets provided to satisfy RCWD recommendations. • Add one manhole at stormwater pipe from fire station roof rainwater. Proposal Request #02 adjusts the seeding of basins and new wetlands to change to RCWD recommended seed mix and switches planting mulch from trap rock to hardwood mulch. Proposal Request #03 further adjusts the sizes of several of the stormwater basins to meet Anoka County stormwater concerns resulting in less excavation at these locations. P:\PROJECTS\2014\14045\5 - CONSTRUCTION ADMIN\CHANGE ORDERS & PAY APPS \CHANGE ORDER #O1 RECOMMENDATION TO COUNCIL.DOCX Pricing: The following revised pricing is the result of significant review and negotiation by CNH Architects and our Civil Engineer (Eric Meyer of LEI), City Staff and the City Engineers (WSB). The prices shown below now fall within unit pricing amounts appropriate for the work shown. Proposal Request #01 (Revised road, buffer and basins per RCWD) $47,962 Proposal Request #02 (Revised seed and planting mulch) ($ 2,225) Proposal Request #03 (Revised storm basins per Anoka County) ($3,010) Change Order #O1 Totals $42,727 Conclusion: The items in the Change Order represent the outcome of the Rice Creek Watershed District review, their interpretations, and requirements for approval of the project particularly related to the internal road and the turn lane projects. If the information to finalize this review was available sooner and the process could have been completed prior to bidding, these changes and their related costs would have been included in the project costs at bid time. As noted above CNH Architects, our team, and staff have worked with the General Contract until we have reached the pricing shown above which we are now comfortable as being appropriate for the work involved. CNH Architects recommends approval of this Change Order to meet the stipulations of the Rice Creek Watershed District's approvals and minor adjustments requested by Anoka County providing for wetland protection and stormwater management measures as directed by these agencies. I will be at the City Council Meeting to answer any questions you may have regarding this Change Order request. Respectfully Submitted, Quinn S Hutson, AIA, LEED AP Principal CNH Architects, Inc. P:\PROJECTS\2014\14045\5 - CONSTRUCTION ADMIN\CHANGE ORDERS & PAY APPS \CHANGE ORDER #O1 RECOMMENDATION TO COUNCIL.DOCX 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431 - 4433 PROPOSAL REQUEST #O1: PROJECT: Lino Lakes Fire Station CNH NO: 14045 DATE: 05/11/15 027 Please submit an itemized quotation for changes in Contract Sum and/or Time for the following proposed modifications. This is not a change order nor a direction to proceed with work. 1. Architectural Site Plan — Revise the internal road alignment and Apparatus Bay drive as shown on the attached sheet A1.1 — Overall Site Plan dated 05/08/15. 2. Civil Plans — Revise the Civil drawings as described and shown on the attached PR #1 — Civil from Larson dated 04/28/15. 3. Landscape Plan — Revise the tree type as shown on the attached sheet L1.0 from Damon Farber dated 03/03/15. Revise the seeding areas and types as shown on the attached sheet L1.1 from Damon Farber dated 05/08/15. 4. Electrical Site Plan — Revise the exterior light fixture locations along the internal road as shown and described on the attached PR -E-1 from EDI dated 05/01/15. Submitted By: otx—dr4,t_ Brooke Jacobson CNH Architects, Inc. cc: File Dwayne Kanne, Jorgenson Gary Metzger, Jorgenson John Swenson, Lino Lakes Dan L'Allier, Lino Lakes Michael Grochala, Lino Lakes Quinn Hutson, CNH P:\Projects\2014\14045\5 - Construction Admin\PR - Proposal Requests\Proposal Request\PR-O1.doc M L K J H G F E D c B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Property Line a Proposed Property Line (60' ROW) Parking Setback Building Setback Existing - ->- - By General Contractor •■ua�■■■■■u •i 1111111111111 MMIIIMEMCMIIMMINE 1111111111111 1111111111 Birch Street J a By City General Contractor J Proposed Fire Station Property Line (60' ROW) C5 1rum 11111 irq 1111IMP1 ■sei■s� riw!■'i■■r■i J �• 11111111111 Base bid CLL / N N i i N N Overall Site Plan 1" = 60'-0" / 7 zz / / Site Plan Keynotes 1 2 3 Closed road barricade, see Civil drawings 50' wetland buffer, do not disturb except as specifically indicated Wetland boundary 4 Decorative metal sliding gate 6 7 HC curb cut, see details and Civil drawings Concrete sidewalk, see Civil drawings 8 Concrete curb and gutter, see Civil drawings 9 Concrete patio; see Civil drawings 10 Concrete paving and structural stoop, see Structural drawings 11 Heavy duty concrete paving, see Civil drawings 12 Heavy duty bituminous paving, see Civil drawings 13 Bituminous paving, see Civil drawings 14 Generator, see Electrical drawings 15 Concrete paving, see Civil drawings 16 Prefinished decorative metal fence 17 Landscaped area, see Landscape drawings 18 Control joint, see details 19 Masonry trash enclosure, see details 20 6" Steel guard post, coat with HPC 21 Paint exposed CMU at inside of trash enclosure 22 Trash enclosure gates, see details; coat with HPC 23 Flag pole and base 24 Signage type S-1; see Detail Book 25 Signage type S-2; see Detail Book 26 Signage type S-3; see Detail Book 27 Bituminous paving see alternates and Civil drawings 28 Concrete curb and gutters see alternate and Civil drawings 29 Raingarden, see Civil drawings 30 Future road extension 31 Pedestrian light bollards, see Electrical drawings 32 Transformer and connection cabinet, see Electrical drawings 33 Parking lot light poles, see Electrical drawings 2 3 4 5 6 7 8 9 10 11 12 13 14 15 M L K G Quinn S. Hutson PRINT NAME: M N_ N 0 z 0 DATE: 02/11/15 COMM: 14045 F 02/02/15 E D c B A REVISIONS: 11 105/08/15 I PR #01 Lino Lakes Fire Station O a) c c_ 2 a) J 0 c J Overall Site Plan 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433 © COPYRIGHT BY CNH ARCHITECTS, INC. Lino Lakes Fire Station — PR#1 - Civil C1.0 — Demolition Plan (no change) C2.0 — Paving and Dimension Plan 1. Adjusted east/west road alignment to provide an additional 7' of wetland buffer north of the road. 2. Added wetland easement notation and dimensions to plans. C3.0 — Grading Plan 1. Renamed all treatment areas as biofiltration basins and added detail 1/C3. 2. Adjusted grading north of the east/west road to provide additional area for snow storage. 3. Basin #1 — a. Raised bottom elevation to 908.00'. b. Revised grading of turf areas north and west of the basin to provide additional stormwater rate control. c. Revised roadway grades south of the basin to direct additional runoff to the proposed catch basins. d. Adjusted pond contours, high water level, and overflow berm elevations. 4. Basin #2 — a. Raised bottom elevation to 908.00'. b. Revised grading of turf areas north of the basin to allow Birch St runoff to enter the basin for additional rate control. c. Adjusted pond contours, high water level, and overflow berm elevations. d. Added wetland mitigation area and proposed wetland contours east of the basin (to be constructed by others) for watershed reference. 5. Basin #3 — a. Raised bottom elevation to 908.00'. b. Adjusted road grades south of the basin to raise low point of roadway. c. Adjusted pond contours, high water level, and overflow berm elevations. 6. Basin #4 — a. Raised bottom elevation to 905.30'. b. Adjusted pond contours, high water level, and overflow berm elevations. C3.1— Erosion Control Plan 1. Added additional riprap and erosion blanket at BMP discharge points. 2. Revised the erosion blanket locations along the re -aligned east/west road. C4.0 — Utility Plan 1. Adjusted catch basin and pipe inverts, and revised pipe slopes to meet new basin elevations and roadway grades. 2. Added draintile to basins 1, 2, and 3. 3. Added a manhole structure to the roof drain west of the fire station building, reduced outlet pipe slope and increased pipe size. 4. Added detail 1/C4. C5.0 — C7.0 — Details 1. Detail 6/C6 — Added a 4'x4' scourstop stabilization mat to all draintile outlets. 2. Detail 6/C7 — revised riprap detail dimensions. OE v v DEMOLITION NOTES 1. Verify all existing utility locations. 2. It is the responsibility of the Contractor to perform or coordinate all necessary utility demolitions and relocations from existing utility locations to all onsite amenities and buildings. These connections include, but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc. 3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locator to locate the private utilities. 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. 5. All construction shall be performed in accordance with state and local standard specifications for construction. 6. See project manual for alternates, scheduling, and coordination. CENTERVILLE ROAD Property Line OE OE OE OE OE Proposed Property Line (60' ROW) Parking Setback Building Setback 7 \ \ Property Line (60' ROW) OE OE r 1 - OE OE OE S89°24' 11 "E 1254.95 C), OE OE OE KEY NOTES 0 CLEAR AND GRUB AREAS LEGEND PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN BASE BID / BID ALTERNATE LIMITS BIRCH STREET OE OE (C.S.A.H. NO. 34 OE I 7— M J wet P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C1.dwg S89°24'11 "E 700.16 PARCEL A OF �OGP�N� O � 5 FZO \ FCS i k0 �P�O �PS�� P � Z�pO PO / / / / g m fi i \ / � Irn fi m / APPROXIMATE FLOODPLAIN 903.58 PER RCWD OE OE D 71=1 0 20 NORTH 40 80 0 0 0) a) 0 00> w K H Q LI Lu - z 0 w D D Z `n0gfyd zw¢wr- ¢2-w0 COCL CO Ow w z Q d a Z LL w z 0 0 >a�w `3¢ LT, U a >O��w UJ W OZ0 wCCw� w —0E1=-1 J N Lo LoV 0 z Lu 0 w 1 COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 0 0 N Watershed Submittal Watershed Comments LO LC) M N Cr) •7t Watershed Revs Watershed Revs a) O Demolition Plan Q • U M rn �r 1 M v - N 0) 0) 00 1- 4- N 504 APPLE VALLEY, MN z 5S H F Property Line _ _ S89°24'11 "E 1254.95 — OE ------------------------- NOTES 1. See project manual for alternates, scheduling, and coordination. LEGEND BIRCH STREET PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN WETLAND BUFFER BASE BID / BID ALTERNATE LIMITS (C.S.A.H. NO. 3d 1 - SYMBOL LEGEND 1 i d NEW 3" BITUMINOUS PAVEMENT OVER NEW 6" CRUSHED AGGREGATE BASE SEE DETAIL 1/C5 NEW 4" BITUMINOUS PAVEMENT OVER NEW 7" CRUSHED AGGREGATE BASE SEE DETAIL 2/C5 NEW 3.5" BITUMINOUS PAVEMENT OVER NEW 5" AGGREGATE BASE (CL5) OVER 24" SELECT GRANULAR BORROW SEE DETAIL 1/C6 NEW 4" CONCRETE PAVEMENT OVER NEW 6" CRUSHED AGGREGATE BASE SEE DETAIL 5/C5 NEW 8" CONCRETE PAVEMENT OVER NEW 6" CRUSHED AGGREGATE BASE SEE DETAIL 6/C5 CONCRETE STOOP/APRON SEE ARCH/STRUCTURAL PLANS OE -OE Proposed Property Line (60' ROW) 1 Contractor NEW FLAG POLE (SEE ARCH PLANS) / z 1 0) 0 APPROXIMATE FLOODPLAIN 903.58 PER RCWD SEE ARCH. PLANS FOR SIGN DETAILS TR SURMOUN NSITION TO BLE CURB PROPOSED FIRE STA FFE = 914.50' (ARCH 100') CENTERVILLE ROAD 24' 18' 24' IM PilIMENE r 0744 f ,#, >e/ / 0 TIP OUT CURB PARCEL A / / C\ON 6� 1N�Ol 2 ��o �oN o���� 0 1� 1a cl ��F�-00 p��0� goPc� PQQ� ��P � 2-P 60o1� PS��O��c 2001 P Q� S89°24'11 "E 700.16 P:\Projects\"rojec s - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C2.dwg III III III III lil ul III ul ul III III III III III III III 111 111 111 111 111 111 111 111 111 111 \\\ 111 II I II I II I II I III 111 111 /// ai 1/1 1/1 /1, /1/ I I NORTH 0 20 40 80 02 ac F- LL O J w O z O w Z 0 z aQ� Z- < a2 -Z0 0- (79 xzz oIwz ▪ K 0 Q a Q 0 LL t ��o°� >LL(uQ LL n — ▪ Q 0 „Ct vXja� > O CO w LL CLL~z0Lu\ wcwz� w _ E Q — O E J U N 0)Lnd- V 0 z o w EL Eric G. Meyer, P.E. DATE 01/19/15 r7 M 1 r) CN 0' rn 55124-7580 504 APPLE VALLEY, COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 LC) N Watershed Submittal LO () Watershed Comments C:\ -1 Watershed Revs C) Watershed Revs Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Paving and Dimension Plan 0 N U U 55 0 4 VARIES VARIES VARIES UNDISTURBED AND UNCOMPACTED INSITU SOIL ISI. SEE LANDSCAPE PLAN FOR PLANTING AND SEED MIX REQUIREMENTS 4i),(0*,/ 01, VO 1■■■' Imo■_■ u � iii ��i ��i til 1. /�//'11�1I 1/�/��`� /� /,//'11� 1 -IIIIIIIII■ 4' ■ I I I lil t 1 � 111 III 1 I 1111111111iI Ii111i111i111i1111: SAND (12" DEEP) I 1111111111 I I 11i11111i11111i11 lil 1 1 1 lil 1 1 1 lil I I I I PER PLAN 11-11I-111 I I 1 1 1-1 I I-111-111-111111111] 11I -111 -111 -ISI -III_ BIOFILTRATION BASIN X -SECTION CENTERVILLE ROAD r-- 906 co 0 1 /^910.88 B* 910 r 911 y Line Propo 912 NOT TO SCALE 3 GRASS BUFFER STRIP NOTE: INFILTRATION AREAS SHALL BE CONSTRUCTED TO PROVIDE THE INDICATED STORAGE VOLUME PER THE PLANS. FILTER FABRIC (NON -WOVEN) PLANTING MEDIUM (6" DEEP) SAND (70%), TOPSOIL (10%), COMPOST (20%) BACKFILL 4" PERFORATED PE DRAINTILE WITH SOCK 913.42 B* 913.20 B* d Pro•ert Line s0' 'OW) Parking Setback -- - 909 - Building Setback \ I \ 909.60 BIOFILTRATION BASIN #1 BTM: 908.00 HWL: 909.56 1 o / / / 20/0 / 913.43 TC 912.93 G 913.67 913.17 91.90 TC/GL 9 440 TC/C 913.90 GL '7I: 13.60 TC 9�g 912.30 B 91 .77 B 913.02 TC 912.52 GL/RIM 913.62 TC 913.12 C/GL 91-13 T 913.63 /GL 914.40 914.50 0 GL 912.20 TC/GL 91 12.4 GL/RIM 912.30 B • A■ II■■■ ■•1 rIMEMEIIMINFAIIMPA ■■■■■M■101' ` 3=1 .14:11111111111111 914.50���� �\ 4 913.43 GL 914.20 C/TC 913.70 GL 913.90 C/GL 914.40 C 914.45 C 914.15 C 913.95 TC/C 913.73 GL 914.15 C PROI3OSED FIRE STATION 914.50-- FFE=914.50' 914.23TC%C (ARCH 100') 913.73 GL 913.95 C/TC 913.45 GL 914.507� wet I 906.25 bo I rn1 - - 912.71 - - I 912 11. 912.21 GL 1 0.5% 912.21 T I IL ' \ �1� - t 9111.71 GL/RI 913. 912.5 35 TC 1±'.'5 GL 5 TC GL 91440 TC/C 913.90 GL 914.50 909.80 IOFILTRATION BASIN #2 BTM: 908.00 HWL: 909.69 914.40 TC 913.90 GL III I 914.15 TC/C 913.74GL /p- i l i i , 0 913.96 TC/C 913.74 GL I 1 I I 13.77 TC/C 13.55 GL IIII / 913.19 TC/GL 1254.95 BIRCH STREET (C.S.A.H. NO. 34 907.40 B* - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a L WETLAND MITIGATION - AREA, BY 906.00 E.0 A BIOFILTRATION 1 I BASIN #4 I I BTM: 905.30 HWL: 905.99 \ LEGEND 950 949 < 2.0% 950.00 TC 949.50 GL EXISTING CONTOURS PROPOSED CONTOURS - MAJOR INTERVAL PROPOSED CONTOURS - MINOR INTERVAL GRADE BREAK LINE GRADE SLOPE SPOT ABBREVIATIONS: TC - TOP OF CURB GL - GUTTER LINE B - BITUMUNOUS C - CONCRETE EO - EMERGENCY OVERFLOW TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN WETLAND BUFFER BASE BID / BID ALTERNATE LIMITS ---906------------- 902.00 G \ By City By General Contra 908.43 TC - - 907.93 B 908.55 TC 908.05 GL/RIM tor 910.50 BERM 75 TC/C 913. . GL 13.45 TC 12.95 GL .01 TC .51 GL I��p cout■■i �■■■'■\■i MEM 1913 65 TC 1913 15 GL 1 913.30 1 912.64 TC N 912.14 GL / ` \ 91 1.49 906.10 912.53 T 912.03 36\ 912.80 TC 912.30 GL 1.0% \3 913.16 B 913.48 B o U co czi > / a. m o CO 911 o rn 912 BIOFILTRATION BASIN #3 BTM: 908.00 HWL: 909.91 g14 PARCEL A .30 TC 911.80 GL \ 977 910.66 B 911.14 TC 910.64 GL 907 9061 III 1 III III III 1 III � IIII 1\ II1 II1 I III 1 \ III \ III III III 1 \ \ III I III \ III 1 All \\ ' 1 111 \ III \ 111 1 1I'\I\ \ 1 III\ \ 111 1 111 \ \\\II ; 11 \ III \ V\l,\ \\1 11`1 1 111 o I 1 111°' 1\\\\\\\\\\\111\111:\\\ 11\ ; 111 �\ \ 111 \11 \\\\k11\\:\\\\\\\ \1\ I111`Oo I, \\1\11v1�v111\ III \ III \ IIII 11 \ 111 \ 1 III 11 111 \ II 1 III \ 1 III f \ III \11\ III 1 \\i/:11(1/1/1//111/11 III III � 1\ III \ 111 il \1 /1/ \ III .(' l ��i I / //// 1 // /1/ //r /// / / / / / / / / / / / / / / 1 / P:\Projects\IProjlec s - 2014\12146115- Lino Lakes Fire §tation\C. Design\Drawing Files\121146115 C3.dwg / / / / / / 7- / / i S89°24'11 "E 700.16 OF P: 'CO3�\N01O1$2 O FZO�\�F'C\.OG� P� 0\4° ��P�O PQQ �� � ��� �PS�Q P � Z�pO �\Fz�Q Q� / / / / / / / / N APPROXIMATE FLOODPLAIN 903.58 PER RCWD GRADING NOTES 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. 2. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 3. Grades shown in paved areas represent finish elevation. 4. Restore all disturbed areas, see landscaping. 5. All construction shall be performed in accordance with state and local standard specifications for construction. NORTH 0 20 40 80 gS 01' GS - 03 CNI CNI co wDoz EFJ 1(22 L11 uj 0 Eric G. Meyer, P.E. DATE 01/19/15 CNI 00 SUITE 504 APPLE VALLEY, MN LLI ro COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 LID Watershed Submittal Watershed Comments Cr) CN1 CO 7i - Watershed Revs LO LO Watershed Revs LO Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Grading Plan cr5 cs • OE EROSION CONTROL NOTES 1. Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall be kept onsite at all times. 2. Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any excavation or demolition work at the site. 3. Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP. 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into the construction zone. 5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be compacted with a vibratory plate compactor. 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. ROCK CONSTRUCTION ENTRANCE 8. 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, must be stabilized 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. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 12. All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection. 13. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 15. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 16. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off-site impacts. 17. All soils tracked onto pavement shall be removed daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. 19. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in 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. 20. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite.. S89°24' 11 "E 1254.95 BIRCH STREET (C.S.A.H. N 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 24. Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall be removed from the site. 25. All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site. 26. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization. 34 911 Property Line - - - ------------- -- - - - - - - - - - - - -- 9_ - -X904=- �F _- _ ----- - - - OE OE omIns Proposed Property Line (60' R Parking Setback 909 - Building Setback wAN mu■■■M■■.,'� .i.�� ■■■■■■■i ■■■■■■■N=ray ■_-C■C■Z■. fr ■■■■■■E■•itit �_■M\■■■■■■,;;'� :�• WIESER• General Con or / / / / 7 / / / / / y 0 PROPOSED FIRE STATION i FFE = 914.50' (ARCH 100') // CONCRETE WASHOUT STATION (LOCATION TO B�DETERMINED) /r *jai• - / // ,� \II, I\ ' \-, •-... V 908,- �\ ---41 ' L wet -"", : 11- lif"Iii 11.111=1. 05°r' i01 .111- w �IICIIL�ueuvp- v -- Alf ., iIIE�;P=dn n=n�n�n udli`"■■'.1' I J - p dl An � �nm ; 111.- 4.0.11 111 .' .r l _il -I I 1=1 I 1=1 I = _ _ =1 1=1 1=1 1=1 I "5 7_47______---:-4F1 •■� ' �_= 1=J1� _ _ - - _- - -111-1 �c�- /II 1111 ,-l � -i Ff 1 I _- �1 0 11=111- _-_ I r / / / / / 1 APPROXIMATE FLOODPLAIN 903.58 PER RCWD LEGEND PARCEL A 911 912 N \ \ 0QC I / / / / / 7 / / / / // /O dP �A6 � QOQp02PPP�P� o S�00P'��D�otio�10o fP C o o / / / / / / '7///// / / / / 7- I i I P:\Projects\"{ojlecfs - 2014\12146115- Lino Lakes Fire ptation\4. Design\Drewing Files\12146115 C3.1.dwg / / / / / 7- -_ - II S89°24'11 "E 700.16 1 I i / / \ / / 1, /1/ 0000000 000 0 0 0 0 SILT FENCE RIP -RAP / ROCK CONST. ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION r___.1 CONCRETE WASHOUT STATION wet - PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN WETLAND BUFFER BASE BID / BID ALTERNATE LIMITS D 77mmi 0 20 NORTH 40 80 O N rn co CD i-. O rn . - (0 co EZJco w Mico 0 0 01 0 cB 0> ac 1- LU LL 0 _I W - Z 0 w D 0 z CO• O2tQ zwaw� QZ d mIZZCO S z z l - w Z ▪ lY J Q ▪ d a Z 0 S w Z O `C tnw >a�¢ „ wcw - 0. 0_ . >O(i) u- m 0- 1- ci) 0 ma1-ci)O LU 0 Q - 0 O ❑ =-1 0 z Eric G. Meyer, P.E. DATE 01/19/15 dr. 1 M et' CV O) rn 00 1- 4 CV 504 APPLE VALLEY, MN COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 Watershed Submittal Watershed Comments Watershed Revs Watershed Revs 0-3 a) O co 0 0 a) 0 (0.c 2 vi U Y El J O 0 � J Erosion Control Plan z 5 H F OE CENTERVILLE ROAD 310 Property Line Proposed Property Line ( UTILITY NOTES 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 where located within 10 feet of waterlines or the building. 6. All RCP pipe shown on the plans shall be MN/DOT class 5. SAN MH1 (BY CITY) RIM=912.30* INV=904.00* OE CB -1 RIM=912.52 INV=910.00 SUMP=907. CB -2 - - - RIM=912.47 INV=908.45 SUMP=905.45 65 LF 12" UTILITY NOTES 7. Maintain a minimum of 7'/2' of cover over all water lines and sanitary sewer lines. Install water lines 18" above sanitary sewers, where the sanitary sewer crosses over the water line, install sewer piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of separation. 8. Where 7'/2' of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 4' wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. 9. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 10. See Project Specifications for bedding requirements. 11. Pressure test and disinfect all new watermains in accordance with state and local requirements. 12. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 13. All new manholes, catch basins, and catch basin / manhole structures shall be constructed utilizing an external chimney seal that is capable of providing a sound seal from casting to pre -cast section. Chimney seals shall be Infi-shield Uni-band or an approved equal. 14. Install water and fire service inside the building and terminated 12" above finished floor with a blind flange. LEGEND O 0 Ct STORM MANHOLE CATCH BASIN CURB INLET FLARED END SANITARY MANHOLE HYDRANT GATE VALVE & BOX WATER SHUTOFF LIGHT POLE BIRCH STREET -- NEW 18"CULVERT --. (BY CITY) FES (BY CITY) INV=902.05* nr G CTV OE UE FO G T T I I DT m CABLE UNDERGROUND LINE ELECTRIC OVERHEAD LINE ELECTRIC UNDERGROUND LINE FIBER OPTIC UNDERGROUND LINE NATURAL GAS UNDERGROUND LINE SANITARY SEWER PIPE STORM SEWER PIPE TELEPHONE UNDERGROUND LINE WATERMAIN PIPE DRAINTILE PIPE - - - - PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN BASE BID / BID ALTERNATE LIMITS RCP @ 0.7% 0' ROW) MITERED END GRATE \W/ 4'X4' SCOURSTOP _ INV=903.80 FES ■ w INV=905.45 <S. NEW SANITARY 43 LF6"PVC @ SERVJC: 9.6% MITERED END GRATE W/ 4'X4' SCOURSTOP INV=906.50* *COORDINATE OUTLET WITH WETLAND MITIGATION BY OTHERS CONNECT TO WYE PROVIDED BY CITY INV=904.47* COORD. W/MECH. INV=909.50* CB -10 - - RIM=908.05 INV=905.72 SUMP=903.72 CONNECT DRAINTILE I TO CATCH BASIN (TYP BOTH SIDES) 40 LF 12" ..-►/ RCP @0.5% C6 APPROXIMATE FLOODPLAI 903.58 PER RCWD OE OE 15 LF 10"PVC @1.0% STMH1 IIV=908.35 75 LF 12" PVC @ 0.40% J - « COORD. W/MECH. 1 NV=908.50* PROPOSED FIRE STATION FFE=914.50' 5' (ARCH 100') I I cY) di, T I MITERED END GRATE W/ 4'X4' SCOURSTOP 6 INV, 90,6.50 C6 W Z3)I L('; cO o In FES (BY CITY) INV=906.20* - 11 20" CULVERT (BY CITY) COORD. W/MECH. (SEE NOTE 14) rel NMI NNE �!1 40 LF 15" RCP @0.8% 1 30 LF 15" RCP @ 0.8% CB -3 RIM=911.71 INV=908.47 SUMP=905.47 11 NEW DOMESTIC WATER SERVICE 80 LF 4" DIP CB -5 RIM=911.03 INV=908.23 SUMP=905.23 >S MENS FES INV=906.48 22 LF 15" RCP @ 1.0% MANHOLE FRAME & COVER: NEENAH R-2501, TYPE C GRATE MIN OF 2, MAX OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS OF ANY MATERIAL ALLOWED. PLACE EXTERNAL CHIMNEY SEAL. NEW FIRE WATER 80 LF 6" DIP 130 LF 4" PERF. DRAINTILE INV: 906.50 CB -7 RIM=910.34 INV=906.70 SUMP=903.70 SAN MH2 (BY CITY) RIM=912.18* INV=905.30* CB -6 RIM=911.03 INV=908.38 SUMP=905.38 CB -8 RIM=910.34 INV=907.00 SUMP=904.00 INSTALL 20 LF 4" SOLID PVC PIPE AT WATERMAIN CROSSING CONNECT TO STUBS PROVIDED BY CITY CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) III III 111 III I III CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) III III III IIII III I III IIII I 111 I III 111 I 111 I 111 III I 111 \11 I \II 111 11\ I IjII I III III III III III III I/I / /// /i/ / /// /a // /t / SANITARY SEWER AND /ATFRMAIN STUBS BY CITY CB -4 RIM=911.71 INV=908.71 SUMP=905.71 2 INSTALL 20 LF 4" SOLID PVC PIPE AT WATERMAIN CROSSING CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) / of �oGP�N� 'C��0\N�1O1$2 o 5 �PS�� P � Z1pO QO / / / IN S89°24'11 "E 700.16 P:\Projects\"rojects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C4.dwg III III III III III III III 111 III 111 III III III 111 111 \I\ 111 111 111 A\ 111 11\ II I 111 II I II I III /1/ /// /// /1/ /1/ /1/ ALL JOINTS IN MANHOLE TO HAVE '0' RING RUBBER GASKETS. MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" O.C. PRECAST CONCRETE SECTION PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. WATERTIGHT CONNECTION (BOOT, TYPICAL) STORM SEWER JUNCTION MANHOLE DETAIL r -u NORTH 0 20 40 80 O 'LII a) 22 2 CIS V/J JwM 0 0 0) a) C 0 L co 0> < E- -Lu • z Lu U�o w ° 0 Z z• Wafy u'� a-ZO J dmQC7w w = z z • H w Z • J2 < Z =wz00 u_ - w F- � aQoO) w22w 0�=ate }0o)uJw ma�Z0 LU2EZ� W - U Q -00_1 J N 0) 10 0 z uJ LO rn 0 0 0) rn 10 4 LC) CV SUITE 504 APPLE VALLEY, MN COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 co N Watershed Submittal Watershed Comments 14) LO C') N cD d' a Watershed Revs Watershed Revs 10 0D N Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Utility Plan 0 U c3 z 5 x H F9;; O NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS EXISTING SUBGRADE SOIL LIGHT-DUTY BITUMINOUS 0 CONSTRUCTION DETAIL NOT TO SCALE NEW 4" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS M ‘ ) , DP, 2, 2, go oOo�O�O2, 2, go oO(A t. c �Qo ^C�Qo C QQo C Qo C Qo ^C�Qo C QQo C Qo C Qo C,41' - I III—III III—III III—III III III III III III 1H I - --I I II I II I I I II I I I II I II I II I II I II I II I I -I 1 I -I I -III -11-11 I -I -III-III--I 11 -I -I =III III � 1I S I I I1 S I I II II 1 11 III 1 11 1 II 1111111111111111111111 II I II 1111111111 -1 1 I -I -I I I- 1 1-1 1 I- 1 1-1 1 I- 1 1-1 1 I -I -III -I -I IIIIIIIII11 1111111 IIIIIIIIIIII EIIII IIIIlIl11I111111I1111 EXISTING SUBGRADE SOIL LIGHT-DUTY BITUMINOUS 0 CONSTRUCTION DETAIL NOT TO SCALE NEW 4" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SOD EXISTING SUBGRADE SOIL HEAVY-DUTY BITUMINOUS PAVEMENT SECTION NOT TO SCALE 18" 1111_1=' 1=11 11=11111=111 CO SLOPE 3/4' PER FT. 6" NEW CRUSHED AGGREGATE BASE CLASS V NEW 7" CRUSHED AGGREGATE BASE CLASS V NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE NEW BITUMINOUS PAVEMENT d d ° 11-11 I I I-11 )Io�Of�o� a a Ell I=11E11 E �a oqc 1111111II°°�����:� 0 0 0 0 0 0 0 l.•. =III—Uo°oo °000°000°000°000°000°000°oo oo C7oo C7oo oo C�.:,0 0 oo C7oo t t=III T —IT H S T=i n=T =rr H H r =T —11=11T -I I II I II I I -I I II I II I II I IIIIIII I IIII-1111 1ii1111 1— 1-1----1---11-1-11VI— 1-1111--1-1111-111tII11 6" BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SEED III�� IIIII IIIIII° 4 ad ° a d e III 1I 4 a 4 d CE'goo• EXISTING SUBGRADE SOIL B618 CONCRETE CURB & GUTTER DETAIL NOT TO SCALE 12" ►1► 12" NEW BASE AGGREGATE NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE SLOPE 3/4' PER FT. NEW BITUMINOUS PAVEMENT 1 IIIIIII=11=1I 111=11=11=11=111 I� 11-111-11-111—11-111-1=1-1=1 ��� III III III III m EXISTING SUBGRADE SOIL SURMOUNTABLE CURB & GUTTER DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C5.dwg t) N NEW BASE AGGREGATE NEW 4" PORTLAND CEMENT CONCRETE a 4 4 a d a 4 a e a d e a d 4 d —1111 111111-111—III-111—III-111III-III-1 =1 I— lI—I � I—I 11—I � I—III—I II—I � 1-1 II—III—III—III-111- 1-I I I -1-I I I -1-I I I -1-I I I -I-11 I-1 I-111-1 -1II 11 I 11 I—I 1 I -I 1 I -I 1 I 1111II 11 i- 11==1111 11111II 11 � � � 111; EXISTING SUBGRADE SOIL LIGHT-DUTY CONCRETE © CONSTRUCTION DETAIL NOT TO SCALE NEW 8" PORTLAND CEMENT CONCRETE 4 a 4 d 4 ad 4 d d d 4 4 4 a d e a d e 4 a d 4 4 4 a 4 4 d d a 4 a 4 d 4 4 4 e 4 e a III -1 I PH I—III—III—III—III—III—I HI I I— PH I PH I 1 111 111 111 111 111 111 111 111 111 111 111 11= III -1111-1111-1111 I-1111-1111 I1111 1IIIHI1�11H IHII,HLIIIII1�11III�IIII- i1_1�11114III�IlIl4111 EXISTING SUBGRADE SOIL HEAVY-DUTY CONCRETE CONSTRUCTION DETAIL NOT TO SCALE NEW 6" CRUSHED AGGREGATE BASE CLASS V NEW 6" CRUSHED AGGREGATE BASE CLASS V 2' 0" 4' 0" 2' 0" NOMINAL 1" x 8" x 8' N0. 1 GRADE LUMBER OR STEEL / ALUMINUM PANELS 5' MIN. 1/2"x8" GALV. BOLTS W/ CUT WASHER 7 1/2 " 1' 3 1/4 1/4 " 2' 2" MIN. APPROX. 2' 8" NOTES: 1. THE BARRICADE BOARD FACE SURFACE SHAT BE FULLY REFLECTORIZED IN ALTERNATE SILVER WHITE AND RED STRIPING, USING REFLECTIVE SHEETING CONFORMING TO THE REQUIREMENTS OF SPEC. 3352.2A2a STANDARD NO. 1. 2. PRIOR TO INSTALLING THE REFLECTIVE SHEETING. THE BARRICADE BOARDS SHALL BE GIVEN A COMPLETE COAT OF WHITE WOOD PRIMER PAINT FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR PAINT APPUED ONLY TO THE SURFACES NOT COVERED wrH REFLECTIVE SHEETING. 3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED AND RELECTORIZED SHEETING APPUED BEFORE INSTALLED ON THE POSTS. PERMANENT BARRICADE MAY, 2013 GEN -24 1 0 PERMANENT BARRICADE NOT TO SCALE ACCESSIBLE RAMP DETAIL NOT TO SCALE TURRET TYPICAL DETAIL 1318 MCKAY DR. NE, SUITE 300 HAM LAKE, MN 55304 (763) 434-2030 i M -F 8:00-4:30) WWW.ANOKASWCD.ORG PLAN VIEW U.S. PATENT NO. 8,501,016 3' 8" CROSS-SECTION VIEW Aummemmmwr CURB QlT APRON U.S. PATENT NO. 8,501,016 RAIN GUARDIAN - TURRET NOT TO SCALE V O 'L Cat _ 2 CIS J N JwM 1110 0 0 0) a) c 0 L 0> < — z J W w D O z aa¢D Z O < W 0 a0!,=C5))m z HIw=wz , O J 2 Q d < z w =wz00 HIYOMW u_w—wF- F-aQoO) ww o ---- >-0o,uJa UWQZ0 wwwzv w O 0 O J J 5. N O) 10 0 z Lu uJ Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 Watershed Submittal Watershed Comments Watershed Revs Watershed Revs 10 10 O CO N O (1) 0 Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details 0 U N) N LC) 0) 10 LO4 N LO SUITE 504 APPLE VALLEY, MN 0 0 M c3 z 5 x 1- F9;; 0 b‘- \ N% c9 -'% ) 2- > cc ,��OO�O�OQO�O0O0ONOo,c9 O�O�OQO� 18'"-q PO��r, =11r1r11r=plIr=plIrlrlIrlIrlIrlIrl rlIrlrlIr=w11=lrlIrlrlIrlplIrlIr -I 1 I -I I -III -11-11 I -I -III-III--I 11 -I -I 1111111111111111111111 II I II 1111111111 II I II 1111111111 1111111111111111; BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SOD EXISTING SUBGRADE SOIL HEAVY-DUTY BITUMINOUS PAVEMENT SECTION NOT TO SCALE 18" 1111_1=' 1=11 11=11111=111 CO SLOPE 3/4' PER FT. 6" NEW CRUSHED AGGREGATE BASE CLASS V NEW 7" CRUSHED AGGREGATE BASE CLASS V NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE NEW BITUMINOUS PAVEMENT d d ° 11-11 I I I-11 )Io�Of�o� a a Ell I=11E11 E �a oqc 1111111II°°�����:� 0 0 0 0 0 0 0 l.•. =III—Uo°oo °000°000°000°000°000°000°oo oo C7oo C7oo oo C�.:,0 0 oo C7oo t t=III T —IT H S T=i n=T =rr H H r =T —11=11T -I I II I II I I -I I II I II I II I IIIIIII I IIII-1111 1ii1111 1— 1-1----1---11-1-11VI— 1-1111--1-1111-111tII11 6" BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SEED III�� IIIII IIIIII° 4 ad ° a d e III 1I 4 a 4 d CE'goo• EXISTING SUBGRADE SOIL B618 CONCRETE CURB & GUTTER DETAIL NOT TO SCALE 12" ►1► 12" NEW BASE AGGREGATE NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE SLOPE 3/4' PER FT. NEW BITUMINOUS PAVEMENT 1 IIIIIII=11=1I 111=11=11=11=111 I� 11-111-11-111—11-111-1=1-1=1 ��� III III III III m EXISTING SUBGRADE SOIL SURMOUNTABLE CURB & GUTTER DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C5.dwg t) N NEW BASE AGGREGATE NEW 4" PORTLAND CEMENT CONCRETE a 4 4 a d a 4 a e a d e a d 4 d —1111 111111-111—III-111—III-111III-III-1 =1 I— lI—I � I—I 11—I � I—III—I II—I � 1-1 II—III—III—III-111- 1-I I I -1-I I I -1-I I I -1-I I I -I-11 I-1 I-111-1 -1II 11 I 11 I—I 1 I -I 1 I -I 1 I 1111II 11 i- 11==1111 11111II 11 � � � 111; EXISTING SUBGRADE SOIL LIGHT-DUTY CONCRETE © CONSTRUCTION DETAIL NOT TO SCALE NEW 8" PORTLAND CEMENT CONCRETE 4 a 4 d 4 ad 4 d d d 4 4 4 a d e a d e 4 a d 4 4 4 a 4 4 d d a 4 a 4 d 4 4 4 e 4 e a III -1 I PH I—III—III—III—III—III—I HI I I— PH I PH I 1 111 111 111 111 111 111 111 111 111 111 111 11= III -1111-1111-1111 I-1111-1111 I1111 1IIIHI1�11H IHII,HLIIIII1�11III�IIII- i1_1�11114III�IlIl4111 EXISTING SUBGRADE SOIL HEAVY-DUTY CONCRETE CONSTRUCTION DETAIL NOT TO SCALE NEW 6" CRUSHED AGGREGATE BASE CLASS V NEW 6" CRUSHED AGGREGATE BASE CLASS V 2' 0" 4' 0" 2' 0" NOMINAL 1" x 8" x 8' N0. 1 GRADE LUMBER OR STEEL / ALUMINUM PANELS 5' MIN. 1/2"x8" GALV. BOLTS W/ CUT WASHER 7 1/2 " 1' 3 1/4 1/4 " 2' 2" MIN. APPROX. 2' 8" NOTES: 1. THE BARRICADE BOARD FACE SURFACE SHAT BE FULLY REFLECTORIZED IN ALTERNATE SILVER WHITE AND RED STRIPING, USING REFLECTIVE SHEETING CONFORMING TO THE REQUIREMENTS OF SPEC. 3352.2A2a STANDARD NO. 1. 2. PRIOR TO INSTALLING THE REFLECTIVE SHEETING. THE BARRICADE BOARDS SHALL BE GIVEN A COMPLETE COAT OF WHITE WOOD PRIMER PAINT FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR PAINT APPUED ONLY TO THE SURFACES NOT COVERED wrH REFLECTIVE SHEETING. 3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED AND RELECTORIZED SHEETING APPUED BEFORE INSTALLED ON THE POSTS. PERMANENT BARRICADE MAY, 2013 GEN -24 1 0 PERMANENT BARRICADE NOT TO SCALE ACCESSIBLE RAMP DETAIL NOT TO SCALE TURRET TYPICAL DETAIL 1318 MCKAY DR. NE, SUITE 300 HAM LAKE, MN 55304 (763) 434-2030 i M -F 8:00-4:30) WWW.ANOKASWCD.ORG PLAN VIEW U.S. PATENT NO. 8,501,016 3' 8" CROSS-SECTION VIEW Aummemmmwr CURB QlT APRON U.S. PATENT NO. 8,501,016 RAIN GUARDIAN - TURRET NOT TO SCALE V O 'L Cat _ 2 CIS J N JwM 1110 0 0 0) a) c 0 L 0> < — z J W w D O z aa¢D Z O < W 0 a0!,=C5))m z HIw=wz , O J 2 Q d < z w =wz00 HIYOMW u_w—wF- F-aQoO) ww o ---- >-0o,uJa UWQZ0 wwwzv w O 0 O J J 5. N O) 10 0 z Lu uJ Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 Watershed Submittal Watershed Comments Watershed Revs Watershed Revs 10 10 O CO N O (1) 0 Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details 0 U N) N LC) 0) 10 LO4 N LO SUITE 504 APPLE VALLEY, MN 0 0 M c3 z 5 x 1- F9;; 0 R/W ARIE VARIE 16' VARIES " TYP. r'�s t rxrrr rr ti4Ax. SLOPE 11 muy. SLOPE 2•()% SUITABLE BACKFILL MATERIAL INSET A 0412 CONCRETE CURB & GUTTER 1 .5" 2360 TYPE SP WEARING COURSE 2357 BITUMINOUS TACK COAT 2" 2360 TYPE SP NON -WEARING COURSE 5' AGGREGATE I3ASEE, CL 5 24" SELECT GROIN L AR BORROW 24" APPROVED SUBGRADE INSETA 4" TOPSOIL & SOD TYPICAL SECTION (URBAN STREET) MAY, 2013 GEN -1 NOTES: 1.) TYPICAL STREET SECTION SHOWN. CONSTRUCT PER DIMENSIONS AND GRADES ON SHEETS C2.0 AND C3.0. 2.) CURB AND GUTTER ON CITY STREETS TO BE TYPICAL MNDOT B618 CURB AND GUTTER, PER DETAIL 3/C5. CITY STREET PAVEMENT SECTION DETAIL NOT TO SCALE NEENAH CASTING NO. R-3067 WITH TYPE DR, DL, OR TYPE V GRATE OR APPROVED EQUAL DIRECTION OF MAJOR FLOW (TYPE DL GRATE) NOTES: 1. EXPANSION MATERIAL TO BE PLACED IN SECOND JOINT BOTH SIDES OF CATCH BASIN. 2. RECESS CATCH BASINS 2" BELOW GUTTER GRADE LINE. VARIES 2" ADJUSTING RINGS (MIN. 2", MAX. 4") FULL BED OF MORTAR BETWEEN THE RINGS 6" CONCRETE COLLAR AROUND OUTSIDE OF RINGS 6" PRECAST REINFORCED CONCRETE CRETEX TYPE 477-1 INLET DRILLED OR PREFORMED HOLES REQUIRED FOR SUBDRAIN CONNECTIONS TO MINIMIZE STRUCTURE DAMAGE CATCH BASIN DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C6.dwg /8" SMOOTH BAR @ 2" O.C. EACH WAY 6"MAX COMPACTED BACKFILL PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. HOT DIP GALVANIZE AFTER FABRICATION. FLARED END SECTION DETAIL NOT TO SCALE LOAD FACTOR 1.9 W "OD" DENOTES OUTSIDE DIAMETER OF PIPE BARREL "W" DENOTES OD+12" MINIMUM CLASS B HAND SHAPED FROM ANGULAR BEDDING MATERIAL 3" GOOD QUALITY SANDY TOPSOIL AND SOD 16 PIPE BEDDING NOT TO SCALE 12" OVERLAP, MIN. COURSE FILTER AGGREGATE COARSE FILTER AGGREGATE 11 4" PERFORATED PE DRAIN TILE PIPE WRAPPED IN FILTER FABRIC SOIL SEPARATION FABRIC (MIRAFI 170N, OR EQUAL) 1100 111-11=1 111 11=111111=111 1-111-111-111-1 111-111-111-111 1 1111 I 1111111 111111111-111 111-111-111-111-1 11-111-111-1 1-111 11111111111111 1III-111H 1-1I H III—III—I 1 I—III N1IIII—I I 18" MIN. EXISTING SUBGRADE SOIL DRAIN TILE DETAIL NOT TO SCALE MITERED DRAIN GRATE FOR INFORMATION SEE WEB SITE AT WWW.MITEREDDRAIN.COM (707) 620-0606 4' X 4' SCOURSTOP STABILIZATION MAT AT OUTLET MITERED END GRATE DETAIL NOT TO SCALE NOTES: 1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS. 2.) ALL HYDRANT LEADS SHALL BE VALVED. 3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG PER HYDRANT IS REQUIRED. 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" TAGS WHEN INSTALLED. 6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A NEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" OF BREAKOFF SECTION. d 3'-5' FROM TEE NOT IN WHEEL TRACK 'm MAIN /\/\/\/\/\/\i SCREW TYPE l GROUND LINE GROOVE VARIABLE ;] C "MEGA LUG" 1 CUBIC YARD WASHED DRAIN ROCK COVER WITH 4 MIL POLYETHYLENE. I IYDRANT FLAG TO BE INSTALLED ON THE NOZZLE SECTION BACKFILL TO BE TAMPED "MEGA LUG" 8" CONCRETE BLOCK O 4 \\ • \moi\ �i\, \�j\�j\�j\j\ w O0 > z O i= O 0 OC Z mz0 CX) J Li_ 0 O O 0 cC O O m UNDISTURBED SOIL HYDRANT & GATE VALVE INSTALLATION DETAIL NOT TO SCALE O 'L O LY vo a) O Lm 2 CiS al -1 Jw171),M Li) LC) z 2 co -J co N c) o>- ¢11 E- —• J Lu Z Z 0 w 0 z ZW• < ¢� ZO d m ¢ U' w • w Z < O J Qd Q zu_ =wz00 LL_cn5wF- �¢ix0O) w U ▪ Z D , H >-0�u_ °JWQZ0 �Wwzv w 0 - O O J J N 0) 10 0 z K 10 rn Lu 0 0 COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 LO C9 N Watershed Submittal Watershed Comments Watershed Revs Watershed Revs 10 Lo co � N 0 () 0 Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details N) N Lf) 0, O 00 N 10 10 SUITE 504 APPLE VALLEY, MN c3 z 5 Zx (0)- F F O (ELEVATION -SEE PLAN) EXTEND FABRIC 1 FOOT BEYOND LIMITS OF RIP RAP WITH MINIMUM 1 FOOT OF COVER (TYP.) PER PLAN PER PLAN 10' GEOTEXTILE FABRIC PLACE RIP RAP ON 6 INCHES OF 2 INCH ROCK BEDDING OVER GEOTEXTILE FABRIC CL. II RIP RAP SECTION A -A 15' �� (EOF-SEE PLAN) GEOTEXTILE FABRIC PLACE RIP RAP ON 6 INCHES OF 2 INCH ROCK BEDDING OVER GEOTEXTILE FABRIC CL. II RIP RAP SECTION B -B TYPICAL RIP RAP WEIR OVERFLOW NOT TO SCALE MOUND LAST 2 FEET OF RIP RAP 1 FOOT DEEP (TOP OF RIP RAP SHALL BE LOWER THAN OVERFLOW ELEVATION) EXTEND FABRIC 1 FOOT BEYOND LIMITS OF RIP RAP WITH MINIMUM 1 FOOT OF COVER (TYP.) WIRE MESH REINFORCEMENT (OPTIONAL) METAL, WOOD POST, OR STAKE. 8' MAX. SPACING, 2' INTO GROUND. ENGINEERING FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL DIRECTION OF RUNOFF —III _ _ 1 11=1=" =1 I -III—III — III—II III-1Il - 1 I I— IIIIIIII I 1 � � I1 I IIIIIIIIII—III , ; I -I I I NATURAL SOIL II NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. SILT FENCE 0 INSTALLATION DETAIL 1117 HARD SURFACE/ PUBLIC ROAD NOT TO SCALE Sp, 4/4// 414 1"-2" WASHED ROCK GEOTEXTILE FABRIC 6" MINIMUM © ROCK CONSTRUCTION ENTRANCE 8" CURLEX SEDIMENT LOGS GROUND FLOW NOT TO SCALE NOTES: 1. SAND BAG SPACING SHALL BE 2 FEET O.C. SAND BAG SEDIMENT LOG DETAIL OR APPROVED EQUAL 4117 NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C7.dwg •'' • •'• 'reti. PLAN WOVEN FILTER FABRIC MN/DOT CLASS III RIP -RAP MN/DOT CLASS III RIP -RAP mV 44. •• P_p0. fir, nom:, 5D (10' MIN.) SECTION A -A NOTE: FW300 MIRAFI FABRIC OR EQUAL RIP -RAP AT OUTLETS NOT TO SCALE 5D (10' MIN.) WOVEN FILTER FABRIC WOVEN FILTER FABRIC A NOTE: 500X MIRAFI FABRIC OR EQUAL 4 PLAN MN/DOT CLASS III RIP -RAP MN/DOT CLASS III RIP -RAP :41Zr_tettelloocloP°04Vt2Coe e.. '.&0•480.4 • oil • 44: 0 y///, //, //, / 5D (10' MIN.) SECTION A -A RIP -RAP AT RAIN GUARDIAN OUTLET DETAIL 4117 NOT TO SCALE WOVEN FILTER FABRIC SLOPE INSTALLATION cAs \moi<\>. (5cm-12.5cm) 12" (30 cm) or ,V 6"— (15 cm) AV OW 6" (15 cm) 7.5�3 cm1 � 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: "IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. NORTH AMERICAN GREEN EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800-772-2040 www.nagreen.com Category 4 Erosion Control Blanket: North American Green 5150 erosion control blanket or approved equal. Top Net Polypropylene 1.5 lbs/1,000 ft2 (0.73 kg/100 m2) approx. wt. Straw Fiber 0.50 LBS/YD2 (0.27 KG/M2) Bottom Net Polypropylene 1.5 lbs/1,000 ft2 (0.73 kg/100 m2) approx. wt. Thread Photodegradable Staples/Anchors: The type of anchors used to secure the blanket to the ground shall be Steel wirel l Gauge 1" wide x 8" long. EROSION CONTROL BLANKET gir NOT TO SCALE i 0 O ' - a 22 2 c Jw171),M 0 0 0) a) c 0 L 0>- ax II– u-0J�u -z0 w D O z aLY¢Z .L.°<1 -°H Q - Z O J _ tLmQw Z n x zz • w Z -< Zu_ < 11xwZ00 LL • -wF Q o wiw UK?alx- }OO�w C°0 -1-u)0 L Z CT) 0 - Q - O O J J V a b m W N O) 10 v 0 z Lu Lu rn Lu 0 N") Lf) rn 10 4 CV SUITE 504 APPLE VALLEY, MN COMM: 12146115 01/19/15 REVISIONS: Addendum No. 2 LO (0 N Watershed Submittal Watershed Comments Watershed Revs Watershed Revs 10 0 m N 0 () 0 LL Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details c3 z 5 (0)- F F 0 I) 0 J 0 N 0 0 0 cn i.i co J O 10 J N O co N co o invo °0 CL • 0- E) O Q cd) CANOPY COVER STANDARDS VEHICULAR HARDSCAPE (sf) X CANOPY COVER PERCENT = REQUIRED MINIMUM CANOPY COVER (sf) REQUIRED: 35,463 (sf) X 40% =14,185 Min. CANOPY COVER (sf) PROVIDED: 14,650 PROPOSED CANOPY COVER (sf) 465 OVER REQUIREMENTS `C)) OE (6) RIVER BIRCH (29) YELLOW DOG (MASS HARDWOOD M JJD'S OD CH) CH) 91-0 OE (25) S GOTH SUMAC MASS HARD) QOD MULCH) II, 0 0 w J J w z w 0 OE OE o 0 00 PRAIRIE SEED MIX CRUSHED GRANITE (36) KARL FOERSTER (15) REDMOND LINDENS (41) MINT JULEP JUNIPERS STEEL EDGER FOUNDATION LANDSCAPE STANDARDS FRONT 175 LN FT PRIVATE DRIVE 30 LN FT REQUIRED 4 TREES / 11 SHRUBS 1 TREES / 2 SHRUBS PROPOSED 4 TREES / 47 SHRUBS 2 TREES / 4 SHRUBS BIRCH STREET FLAGPOLE CRUSHED GRANITE WALKWAY (4" DEEP) (27) ALPINE CURRANT SOD SOD OE STEEL EDGER SOD PAPAPAPPAce ••••••••••• SOD II S j'eep 'Y a•00 11 0 0 GO v+votesattraireo :►arae ete.•• O♦0, �O♦O, r0♦O r0♦O lat t ;OHO; ♦01 00 ♦0 O♦O, 00 101A1 I Opt (5) SWAMP WHITE OAKS • • i (1) SERVICEBERRY (54) KARL FOERSTER OPEN AREAS LANDSCAPE STANDARDS REQUIRED 34,493 (sf) 18 TREES / 54 SHRUBS PROVIDED 18 TREES / 54 SHRUBS OE (12) NORTHERN PIN OAK (26) KARL FOERSTER (3) COLUMNAR NORWAY MAPLE (15) COOL SPLASH HONEYSUCKLE `C)) SOD 01 PRAIRIE SEED MIX - OE (17) GRO-LOW SUMAC (1) SERVICEBERRY PROPOSED FIRE STATION FFE = 914.50' (ARCH 100') 1 I LANDSCAPE PLAN 1 1 SOD (58) ARCTIC FIRE DOGWOOD (6) COOL SPLASH HONEYSUCKLE BASE BID CONSTRUCTION LIMIT LINE • PRAIRIE SEED MIX i (7) SWAMP WHITE OAK wl z Z 1 J z 0 0I zl 0 00 El (1)w m )E SYM QTY. VERIFY COMMON NAME SCIENTIFIC NAME SIZE CONT. DECIDUOUS TREES 29 12 BUD'S YELLOW DOGWOOD NORTHERN PIN OAK Quercus ellipsoidallis 3.0" CAL. B & B 58 2 ARTIC FIRE DOGWOOD A. B. SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance' 10-12' HT. CLUMP 17 12 GRO-LOW SUMAC SWAMP WHITE OAK Quercus bicolor 3.0" CAL. B & B 27 15 ALPINE CURRANT REDMOND LINDEN Tilia americana 'Redmond' 2.5" CAL. B & B 25 SMOOTH SUMAC 4 • . I I bR I R ' I : • i OtJeolu n �' . i • .o 41 6 MINT JULEP JUNIPER RIVER BIRCH Betula nigra 12-14' HT. CLUMP DECIDUOUS SHRUBS PERENNIALS AND ORNAMENTAL GRASSES 116 FEATHER REED GRASS 970 L1.0 SCALE: 1" = 30'-0" 0 15 30 6 • NORTH Calamagrostis x acutiflora 'Karl Foerster' #1 CONT. 1. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 2. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. 3. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 4. PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER. 5. TREE WRAPPING MATERIAL SHALL BE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 6. 3/16" (BLACK) THICK STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PL�I�IT G,BEP MEETS -SOD. 7. ANNUAL, PERENNIAL, AND SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 3" SHREDDED HARDWOOD MULCH -3" GREY TRAP ROCK MULCH (1 1/2" DIA.) AND WEED BARRIER FABRIC. 8 CONIFEROUS & DECIDUOUS TREES ARE TO RECEIVE 4"ED EP SHREDDED HARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECT CONTACT WITH THE TREE TRUNK. 9. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 10. IRRIGATION IS TO BE DESIGN/BUILT BY THE CONTRACTOR. ALL SOD AND PLANTING BEDS TO RECEIVE IRRIGATION. PRAIRIE SEED AREAS AND SHRUB MASSES WITHIN PRAIRIE SEED NOT TO RECEIVE IRRIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND FINAL SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AND SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 11. SOD/SEED AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE (REFER TO SHEET L1.1). 4" ORGANIC MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES, SEE PLAN COMPACT PLANTING SOIL TO 85 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 REMOVE BURLAP, --- TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL - UNDISTURBED SUBGRADE DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL ,47.011 m wed Pii;OF II 1 1I!i r 91� 2 1, 30" RADIUS -..4.111r; 4',,' TREE PLANTING DETAIL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION RELATED TO EXTERIOR PLANTING EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT (12" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 5' DIAMETER MULCH RING SCARIFY SIDES OF TREE PIT / WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF ROOT BALL, SLOPED PLANTING SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DRAIN STACK AS REQUIRED PER SPEC. AUGER A 4" DIA. HOLE & FILL W/ 3/4" GRAVEL. COVER W/ FILTER FABRIC. SCALE: 1/2" = PREPARE SOIL FOR THE ENTIRE BED 12" MIN. SEE PLAN • •s�sss ss��s� Vis. SHRUB PLANTING DETAIL �! rit . PLANTING DETAIL - TREE.DWG 3" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEM EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED PLANTING SOIL MIN. 4" DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE L1.0 SCALE: 3/4" = PLANTING DETAr' E N 0 Z 0 Lu 03/03/2015 Lu 0 0 COMM: 14045 DATE 03/03/15 REVISIONS: C 00 LO Cr) 00 00 J H m D (/) DZ 0< Z w CL 0w /- < < v) 1710 Birch Street Lino Lakes, Minnesota Landscape Plan Q • @COPYRIGHT BY CNH ARCHITECTS, INC. 21 COOL SPLASH BUSH HONEYSUCKLE Diervilla sessilifolia 'LPDC Podaras' #2 CONT. 29 BUD'S YELLOW DOGWOOD Cornus sericea 'Budd's Yellow' #5 CONT. 58 ARTIC FIRE DOGWOOD Cornus stolonifera'Artic Fire' #5 CONT. 17 GRO-LOW SUMAC Rhus aromatica 'Gro -Low' #5 CONT. 27 ALPINE CURRANT Ribes alpinum #2 CONT. 25 SMOOTH SUMAC Rhus glabra #5 CONT. 41 MINT JULEP JUNIPER Juniperus chinensis 'Mint Julep' #5 CONT. PERENNIALS AND ORNAMENTAL GRASSES 116 FEATHER REED GRASS 970 L1.0 SCALE: 1" = 30'-0" 0 15 30 6 • NORTH Calamagrostis x acutiflora 'Karl Foerster' #1 CONT. 1. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 2. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. 3. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 4. PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER. 5. TREE WRAPPING MATERIAL SHALL BE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 6. 3/16" (BLACK) THICK STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PL�I�IT G,BEP MEETS -SOD. 7. ANNUAL, PERENNIAL, AND SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 3" SHREDDED HARDWOOD MULCH -3" GREY TRAP ROCK MULCH (1 1/2" DIA.) AND WEED BARRIER FABRIC. 8 CONIFEROUS & DECIDUOUS TREES ARE TO RECEIVE 4"ED EP SHREDDED HARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECT CONTACT WITH THE TREE TRUNK. 9. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 10. IRRIGATION IS TO BE DESIGN/BUILT BY THE CONTRACTOR. ALL SOD AND PLANTING BEDS TO RECEIVE IRRIGATION. PRAIRIE SEED AREAS AND SHRUB MASSES WITHIN PRAIRIE SEED NOT TO RECEIVE IRRIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND FINAL SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AND SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 11. SOD/SEED AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE (REFER TO SHEET L1.1). 4" ORGANIC MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES, SEE PLAN COMPACT PLANTING SOIL TO 85 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 REMOVE BURLAP, --- TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL - UNDISTURBED SUBGRADE DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL ,47.011 m wed Pii;OF II 1 1I!i r 91� 2 1, 30" RADIUS -..4.111r; 4',,' TREE PLANTING DETAIL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION RELATED TO EXTERIOR PLANTING EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT (12" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 5' DIAMETER MULCH RING SCARIFY SIDES OF TREE PIT / WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF ROOT BALL, SLOPED PLANTING SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DRAIN STACK AS REQUIRED PER SPEC. AUGER A 4" DIA. HOLE & FILL W/ 3/4" GRAVEL. COVER W/ FILTER FABRIC. SCALE: 1/2" = PREPARE SOIL FOR THE ENTIRE BED 12" MIN. SEE PLAN • •s�sss ss��s� Vis. SHRUB PLANTING DETAIL �! rit . PLANTING DETAIL - TREE.DWG 3" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEM EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED PLANTING SOIL MIN. 4" DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE L1.0 SCALE: 3/4" = PLANTING DETAr' E N 0 Z 0 Lu 03/03/2015 Lu 0 0 COMM: 14045 DATE 03/03/15 REVISIONS: C 00 LO Cr) 00 00 J H m D (/) DZ 0< Z w CL 0w /- < < v) 1710 Birch Street Lino Lakes, Minnesota Landscape Plan Q • @COPYRIGHT BY CNH ARCHITECTS, INC. .4 SOD PRAIRIE SEED #1 (100% BLUE GRAMA GRASS) 118 LBS/ACRE PRAIRIE SEED #2 (MnDOT SEED MIX 33-261: PONDS & WET AREAS IN CENTRAL MN) // 35 LBS/ACRE x\I ‘NN, 1 MX www,xim- /a. ./4,Nik°,1%8kkA,k NNiNSNa :N9% ‘444._ ‘4ZZ N. w,144• %az ks-4 441 x 6.—NA kx, \ v v v ♦♦ PRAIRIE SEED #3 (MnDOT SEED MIX 35-141 - GENERAL ROADSIDE) 1/ 59/LBS/ACRE PRAIRIE SEED #4 (MnDOT SEED MIX 34-262 - WET PRAIRIE) 1/ 14.5 LBS/ACRE PRAIRIE SEED #5 (MnDOT SEED MIX 34-181- EMERGENT WETLAND) // 5 LBS/ACRE 906 II = j N II i' PROPOSED FIRE STATION FFE = 914.50' (ARCH 100') • s teee•••�••L,�'*;;kii,+�•�•�•* gni MIEMEME O♦01Aral M)+trieaa io .Ilb• ETIENNE 0 I !4,\ • a Nd, _womo /7 ""AriarriMir 747.TWArsvpirrattivAr v -4-4--4r -----B 4 Aiir.4.1 'Iv AP P- /""'" SEEDING PLAN SCALE: 1" = 30'-0" II I II I II I II I II I II I II I III III III III III 111 III III 111 111 III 111 111 111 111 111 111 II I II I II I II I II 11 III III III III I II I II Ip III III III III III I11 I11 111 111 111 111 111 111 111 111 111 \\\ III I II III III 11 III 0 15 30 60 7:"" NORTH U_ } } N Damon Farber Associates co N O W O O M 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 COMM: 14045 DATE 05/08/15 REVISIONS: LC) I_(') L() O O O L() 0000 00 0 00 CD SEEDING REVISIONS (0 0 (1) c Cc (15- Seeding n Seeding Plan ■ J ®COPYRIGHT BY CNH ARCHITECTS, INC. ea! engineering design initiative PROPOSAL REQUEST PR -E-1 Project: Lino Lakes Fire Station Edi Project Number: 14-064 Date: 1 May 2015 Description: The Electrical Contractor shall provide and itemized breakdown of all material and labor for the following work: 1. Adjust three type `CC' roadway lighting fixtures as shown on attached revised drawing 1/E1.2. By: Lukas Anderson 1112 north 5th street • minneapolis, mn 55411 • phone 612.343.5965 • fax 612.343.5982 M L K J H G F E D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 9- ■ FEC sr, 1:11417. I MMO =I IN 0 1_1 • - • • ''.. '-----) 7 GC / ••r • III on\ I Birch Street- / L1156 a r 3 / Overall Site Plan - Electrical 1" = 40'-0" - CC- / L1/56 l 0 /77 NOTE: ALL WORK SHOWN ON THIS DRAWING REGARDING THE INSTALLATION OF THE TYPE 'CC' ROADWAY LUMINAIRES, INCLUDING FIXTURES, BASES, AND WIRING, SHALL BE WORK INCLUDED AS PART OF BID ALTERNATE #1. cc L1/56 0 PLAN NOTES 1. 1"C-2#6 +1#6 GROUND IN PVC CONDUIT. 2. APPROXIMATE LOCATION OF PANEL 'Lt. 3. SITE LIGHTING ASSEMBLY. SEE LIGHT FIXTURE SCHEDULE AND BASE DETAIL 61E7.2 FOR ADDITIONAL INFORMATION. 0 CC L1/56 CC L1/56 - GRAPHIC SCALE 0 40' NORTH 2 3 4 5 6 7 8 9 10 11 12 13 14 15 M L K M 43 0? w J < N = L L 0 J W U z uJDOz cl'o200a Z W a W l - Wo m<C7w I- (,) = Z z aI--W z F ❑ aa▪ QZW LY• Z0OO >a6g3¢ LL LT) LIJ H a > W / W 0 W OOC:aH > o VLyj W CO 0- I- u) 0 • UZ W _ =C) Q C) J J G PRINT NAME: Jay S. Hruby SIGNATURE: LC) 0) O COMM: 14045 F 01/19/15 E D REVISIONS: 0 LC) O LO O A Overall Site Plan - Electrical N ■ w EDI #14-064 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 © COPYRIGHT BY CNH ARCHITECTS, INC. 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431 - 4433 PROPOSAL REQUEST #0282: PROJECT: Lino Lakes Fire Station CNH NO: 14045 DATE: 06/26/15 027 Please submit an itemized quotation for changes in Contract Sum and/or Time for the following proposed modifications. This is not a change order nor a direction to proceed with work. 1. Landscape Plan & Seeding Plan Revisions — Eliminating any reference to PR #01, provide the revised landscape and seeding as shown on the attached sheets L1.0 dated 3/3/15 and L1.1 dated 06/19/15 from Damon Farber. Submitted By: Brooke Jacobson CNH Architects, Inc. cc: File Dwayne Kanne, Jorgenson Gary Metzger, Jorgenson John Swenson, Lino Lakes Dan L'Allier, Lino Lakes Michael Grochala, Lino Lakes Quinn Hutson, CNH P:\Projects\2014\14045\5 - Construction Admin\PR - Proposal Requests\Proposal Request\PR-02R2.doc I) 0 J 0 N 0 0 0 cn i.i co J O 10 J N O co N co o invo °0 CL • 0- E) O Q cd) CANOPY COVER STANDARDS VEHICULAR HARDSCAPE (sf) X CANOPY COVER PERCENT = REQUIRED MINIMUM CANOPY COVER (sf) REQUIRED: 35,463 (sf) X 40% =14,185 Min. CANOPY COVER (sf) PROVIDED: 14,650 PROPOSED CANOPY COVER (sf) 465 OVER REQUIREMENTS `C)) OE (6) RIVER BIRCH (29) YELLOW DOG (MASS HARDWOOD M JJD'S OD CH) CH) 91-0 OE (25) S GOTH SUMAC MASS HARD) QOD MULCH) II, 0 0 w J J w z w 0 OE OE o 0 00 PRAIRIE SEED MIX CRUSHED GRANITE (36) KARL FOERSTER (15) REDMOND LINDENS (41) MINT JULEP JUNIPERS STEEL EDGER FOUNDATION LANDSCAPE STANDARDS FRONT 175 LN FT PRIVATE DRIVE 30 LN FT REQUIRED 4 TREES / 11 SHRUBS 1 TREES / 2 SHRUBS PROPOSED 4 TREES / 47 SHRUBS 2 TREES / 4 SHRUBS BIRCH STREET FLAGPOLE CRUSHED GRANITE WALKWAY (4" DEEP) (27) ALPINE CURRANT SOD SOD OE STEEL EDGER SOD PAPAPAPPAce ••••••••••• SOD II S j'eep 'Y a•00 11 0 0 GO v+votesattraireo :►arae ete.•• O♦0, �O♦O, r0♦O r0♦O lat t ;OHO; ♦01 00 ♦0 O♦O, 00 101A1 I Opt (5) SWAMP WHITE OAKS • • i (1) SERVICEBERRY (54) KARL FOERSTER OPEN AREAS LANDSCAPE STANDARDS REQUIRED 34,493 (sf) 18 TREES / 54 SHRUBS PROVIDED 18 TREES / 54 SHRUBS OE (12) NORTHERN PIN OAK (26) KARL FOERSTER (3) COLUMNAR NORWAY MAPLE (15) COOL SPLASH HONEYSUCKLE `C)) SOD 01 PRAIRIE SEED MIX - OE (17) GRO-LOW SUMAC (1) SERVICEBERRY PROPOSED FIRE STATION FFE = 914.50' (ARCH 100') 1 I LANDSCAPE PLAN 1 1 SOD (58) ARCTIC FIRE DOGWOOD (6) COOL SPLASH HONEYSUCKLE BASE BID CONSTRUCTION LIMIT LINE • PRAIRIE SEED MIX i (7) SWAMP WHITE OAK wl z Z 1 J z 0 0I zl 0 00 El (1)w m )E SYM QTY. VERIFY COMMON NAME SCIENTIFIC NAME SIZE CONT. DECIDUOUS TREES 29 12 BUD'S YELLOW DOGWOOD NORTHERN PIN OAK Quercus ellipsoidallis 3.0" CAL. B & B 58 2 ARTIC FIRE DOGWOOD A. B. SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance' 10-12' HT. CLUMP 17 12 GRO-LOW SUMAC SWAMP WHITE OAK Quercus bicolor 3.0" CAL. B & B 27 15 ALPINE CURRANT REDMOND LINDEN Tilia americana 'Redmond' 2.5" CAL. B & B 25 SMOOTH SUMAC 4 • . I I bR I R ' I : • i OtJeolu n �' . i • .o 41 6 MINT JULEP JUNIPER RIVER BIRCH Betula nigra 12-14' HT. CLUMP DECIDUOUS SHRUBS PERENNIALS AND ORNAMENTAL GRASSES 116 FEATHER REED GRASS 970 L1.0 SCALE: 1" = 30'-0" 0 15 30 6 • NORTH Calamagrostis x acutiflora 'Karl Foerster' #1 CONT. 1. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 2. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. 3. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 4. PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER. 5. TREE WRAPPING MATERIAL SHALL BE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 6. 3/16" (BLACK) THICK STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PL�I�IT G,BEP MEETS -SOD. 7. ANNUAL, PERENNIAL, AND SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 3" SHREDDED HARDWOOD MULCH -3" GREY TRAP ROCK MULCH (1 1/2" DIA.) AND WEED BARRIER FABRIC. 8 CONIFEROUS & DECIDUOUS TREES ARE TO RECEIVE 4"ED EP SHREDDED HARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECT CONTACT WITH THE TREE TRUNK. 9. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 10. IRRIGATION IS TO BE DESIGN/BUILT BY THE CONTRACTOR. ALL SOD AND PLANTING BEDS TO RECEIVE IRRIGATION. PRAIRIE SEED AREAS AND SHRUB MASSES WITHIN PRAIRIE SEED NOT TO RECEIVE IRRIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND FINAL SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AND SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 11. SOD/SEED AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE (REFER TO SHEET L1.1). 4" ORGANIC MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES, SEE PLAN COMPACT PLANTING SOIL TO 85 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 REMOVE BURLAP, --- TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL - UNDISTURBED SUBGRADE DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL ,47.011 m wed Pii;OF II 1 1I!i r 91� 2 1, 30" RADIUS -..4.111r; 4',,' TREE PLANTING DETAIL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION RELATED TO EXTERIOR PLANTING EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT (12" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 5' DIAMETER MULCH RING SCARIFY SIDES OF TREE PIT / WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF ROOT BALL, SLOPED PLANTING SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DRAIN STACK AS REQUIRED PER SPEC. AUGER A 4" DIA. HOLE & FILL W/ 3/4" GRAVEL. COVER W/ FILTER FABRIC. SCALE: 1/2" = PREPARE SOIL FOR THE ENTIRE BED 12" MIN. SEE PLAN • •s�sss ss��s� Vis. SHRUB PLANTING DETAIL �! rit . PLANTING DETAIL - TREE.DWG 3" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEM EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED PLANTING SOIL MIN. 4" DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE L1.0 SCALE: 3/4" = PLANTING DETAr' E N 0 Z 0 Lu 03/03/2015 Lu 0 0 COMM: 14045 DATE 03/03/15 REVISIONS: C 00 LO Cr) 00 00 J H m D (/) DZ 0< Z w CL 0w /- < < v) 1710 Birch Street Lino Lakes, Minnesota Landscape Plan Q • @COPYRIGHT BY CNH ARCHITECTS, INC. 21 COOL SPLASH BUSH HONEYSUCKLE Diervilla sessilifolia 'LPDC Podaras' #2 CONT. 29 BUD'S YELLOW DOGWOOD Cornus sericea 'Budd's Yellow' #5 CONT. 58 ARTIC FIRE DOGWOOD Cornus stolonifera'Artic Fire' #5 CONT. 17 GRO-LOW SUMAC Rhus aromatica 'Gro -Low' #5 CONT. 27 ALPINE CURRANT Ribes alpinum #2 CONT. 25 SMOOTH SUMAC Rhus glabra #5 CONT. 41 MINT JULEP JUNIPER Juniperus chinensis 'Mint Julep' #5 CONT. PERENNIALS AND ORNAMENTAL GRASSES 116 FEATHER REED GRASS 970 L1.0 SCALE: 1" = 30'-0" 0 15 30 6 • NORTH Calamagrostis x acutiflora 'Karl Foerster' #1 CONT. 1. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 2. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. 3. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 4. PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER. 5. TREE WRAPPING MATERIAL SHALL BE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 6. 3/16" (BLACK) THICK STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PL�I�IT G,BEP MEETS -SOD. 7. ANNUAL, PERENNIAL, AND SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 3" SHREDDED HARDWOOD MULCH -3" GREY TRAP ROCK MULCH (1 1/2" DIA.) AND WEED BARRIER FABRIC. 8 CONIFEROUS & DECIDUOUS TREES ARE TO RECEIVE 4"ED EP SHREDDED HARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECT CONTACT WITH THE TREE TRUNK. 9. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 10. IRRIGATION IS TO BE DESIGN/BUILT BY THE CONTRACTOR. ALL SOD AND PLANTING BEDS TO RECEIVE IRRIGATION. PRAIRIE SEED AREAS AND SHRUB MASSES WITHIN PRAIRIE SEED NOT TO RECEIVE IRRIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND FINAL SPECIFICATION AS PART OF THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AND SPECIFICATIONS FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 11. SOD/SEED AREAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE (REFER TO SHEET L1.1). 4" ORGANIC MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 4" BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES, SEE PLAN COMPACT PLANTING SOIL TO 85 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 REMOVE BURLAP, --- TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL - UNDISTURBED SUBGRADE DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL ,47.011 m wed Pii;OF II 1 1I!i r 91� 2 1, 30" RADIUS -..4.111r; 4',,' TREE PLANTING DETAIL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION RELATED TO EXTERIOR PLANTING EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE, THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT (12" DIA. OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1" HIGHER THAN ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 5' DIAMETER MULCH RING SCARIFY SIDES OF TREE PIT / WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING PIT TO BE TWO TO FIVE TIMES THE DIAMETER OF ROOT BALL, SLOPED PLANTING SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DRAIN STACK AS REQUIRED PER SPEC. AUGER A 4" DIA. HOLE & FILL W/ 3/4" GRAVEL. COVER W/ FILTER FABRIC. SCALE: 1/2" = PREPARE SOIL FOR THE ENTIRE BED 12" MIN. SEE PLAN • •s�sss ss��s� Vis. SHRUB PLANTING DETAIL �! rit . PLANTING DETAIL - TREE.DWG 3" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEM EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS HAND LOOSENED PLANTING SOIL MIN. 4" DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE L1.0 SCALE: 3/4" = PLANTING DETAr' E N 0 Z 0 Lu 03/03/2015 Lu 0 0 COMM: 14045 DATE 03/03/15 REVISIONS: C 00 LO Cr) 00 00 J H m D (/) DZ 0< Z w CL 0w /- < < v) 1710 Birch Street Lino Lakes, Minnesota Landscape Plan Q • @COPYRIGHT BY CNH ARCHITECTS, INC. 0) O cos J O N 4 0 0 .0 LE a� J O CO N O 0) N � "4 0 o '-o IZ W N O Q 0 SOD PRAIRIE SEED #1 (100% BLUE GRAMA GRASS) // 8 LBS/ACRE PRAIRIE SEED #2 (MnDOT SEED MIX 33-261: PONDS & WET AREAS IN CENTRAL MN) //35 LBS/ACRE PRAIRIE SEED #3 (MnDOT SEED MIX 35-141 - GENERAL ROADSIDE) /1 59/LBS/ACRE PRAIRIE SEED #4 (MnDOT SEED MIX 34-262 - WET PRAIRIE) // 14.5 LBS/ACRE PRAIRIE SEED #5 (MnDOT SEED MIX 34-181- EMERGENT WETLAND) 1/5 LBS/ACRE 1\4&1/4, mtivx4k0h---- — es.,s1\N Nik‘. 14? -1"- ‘h- / PROPOSED FIRE STATION FFE = 914.50' (ARCH 100') •.... MUNN= ■■■■■■■ ■■■� ....... =MENNEN' ■■■■■■■■r N N 1 SEEDING PLAN L1.1 SCALE: 1" = 30'-0" 15 30 6 S S NORTH Z O>- _ O LU x aO�w UZ D 0 w m 0 Z aa¢0 (r) 0 Q 2a�O mS O Z 0 - < Hw0¢2 <aa¢¢O 2 w Z 0 w }dEOO< y r¢><w UEt7wr }OUWa 03 0_ WEt wOCC� =00CC Damon Farber Associates 0 N 06/03/2015 0 0 COMM: 14045 DATE 06/19/15 REVISIONS: LO LO 00 � M 00 00 J N m D 2a) D Z ® Q z uJ n- o W o < 06/19/2015A SEEDING REVISIONS J Seeding Plan ©COPYRIGHT BY CNH ARCHITECTS, INC. 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431 - 4433 PROPOSAL REQUEST #03: PROJECT: Lino Lakes Fire Station CNH NO: 14045 DATE: 07/01/15 027 Please submit an itemized quotation for changes in Contract Sum and/or Time for the following proposed modifications. This is not a change order nor a direction to proceed with work. 1. Civil Grading, Erosion Control & Utility Plan Revisions — Revise the Civil grading plan, erosion control plan and utility plan as described and shown on the attached PR #3 — Civil from Larson dated 07/01/15. Submitted By: Brooke Jacobson CNH Architects, Inc. cc: File Dwayne Kanne, Jorgenson Gary Metzger, Jorgenson John Swenson, Lino Lakes Dan L'Allier, Lino Lakes Michael Grochala, Lino Lakes Eric Meyer, Larson Quinn Hutson, CNH P:\Projects\2014\14045\5 - Construction Admin\PR - Proposal Requests\Proposal Request\PR-03 .doc Lino Lakes Fire Station — PR#3 - Civil C1.0 — Demolition Plan (no change) C2.0 — Paving and Dimension Plan (no change) C3.0 — Grading Plan 1. Basin #1— a. Remove proposed grading revisions north and west of basin associated with PR#1, no additional grading from base bid required in this area with re-routed draintile outlet. 2. Basin #2 — a. Adjusted high water level from 909.69' to 908.85'. b. Lowered overflow berm elevation from 909.70' to 909.00'. 3. Basin #3 — a. Adjusted high water level from 909.91' to 909.77'. 4. Basin #4 — a. Adjusted high water level from 905.99' to 905.81'. b. Lowered overflow berm elevation from 906.00' to 905.85'. 5. West culvert — a. Adjusted invert elevations for new culvert (by City). 6. North culvert — a. Adjusted invert elevations for new culvert (by City) and mitigation contours (by City). C3.1— Erosion Control Plan 1. Removed 550 SY of erosion control blanket north and west of basin #1 associated with PR#1 grading revisions. C4.0 — Utility Plan 1. Draintile modifications to basins 1, 2, and 3, to meet watershed inundation requirements. Net increase of 280 LF of draintile: a. Basin #1— Re-routed draintile south of the proposed east -west road (additional 70 LF for a total of 520 LF). b. Basin #2 — Eliminated draintile connection to basin #3 (reduction of 130 LF for a total of 380 LF). c. Basin #3 — Re-routed draintile outlet east to connect with basin #4 (additional 340 LF for a total of 470 LF). 2. Added two 4" PVC outlet pipes (95 LF total pipe) with scourstop mats to basins #2 and #3 to direct a portion of runoff to the SW corner of the mitigated wetland. 3. Adjusted north and west culvert sizes and inverts (to be constructed by City). C5.0 — C7.0 — Details (no change) OE v v (C.S.A.H. NO. 21) CENTERVILLE ROAD DEMOLITION NOTES 1. Verify all existing utility locations. 2. It is the responsibility of the Contractor to perform or coordinate all necessary utility demolitions and relocations from existing utility locations to all onsite amenities and buildings. These connections include, but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc. 3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locator to locate the private utilities. 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. 5. All construction shall be performed in accordance with state and local standard specifications for construction. 6. See project manual for alternates, scheduling, and coordination. S89°24'11 "E_ 1254_95 KEY NOTES 0 CLEAR AND GRUB AREAS LEGEND PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN BASE BID / BID ALTERNATE LIMITS BIRCH STREET (C.S.A.H. NO. 34 Ant Property Line ) OE Proposed Property Line (60' ROW) Parking Setback Building Setback 7 Property Line (60' ROW) OE OE OE (), OE OE wet P:\ProjectsTrojects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C1.dwg S89°24'11 "E 700.16 r 1- -1 - OE /1,,,,;;,;pq.OM OE OE C), OE OE OE OE OE OE I - OE OE wet eek. PARCEL A ON OF Cpl GPS\ p, �� ��q,2 �o tioN 0 5�� PckO-10\ O�\ ON �OP�� p,P F� � �2�0�150 PP�� P� .110 i i / / / g / fi APPROXIMATE FLOODPLAIN 903.58 PER RCWD D NORTH 71.1 0 20 40 80 REVISIONS: 0 N rn ao LI) o (.0 U 4 O C N a) rnco � L il as 0 W <Q H - z 0 W 0 z ZW< a2 -WO a- Ea 00=zz HOi—Wz 0 <0_ Z0 HCYz0- LL (• n - W C/) WW o -. >OQ>uJu- m0 -1-L00 LL1 u jWW(n LU =o_0¢ - O 0 J 0 z 0 uJ LO 0 0 COMM: 12146115 01/19/15 Addendum No. 2 Watershed Submittal Cr)LO Cr) Watershed Comments 11) N Watershed Revs Watershed Revs co N Tr. Cr) 0� 0 ti M rn �r sti M N 0) 0) CD 4- 504 APPLE VALLEY, MN a as Demolition Plan 0 U OE C.S.A.H. NO. 21) CENTERVILLE ROAD Property Line ) OE Proposed Property Line (60' ROW) Parking Setback ;ll Building Setback , — 1 NEW FLAG POLE (SEE ARCH PLANS) / i) / Property Line (60' ROW) 24' C5 UL SEE ARCH. PLANS FOR SIGN DETAILS TRANSITION TO SURMOUNTABLE CURB PROPOSED FIRE STATIO FFE = 914.50' (ARCH 100') Ito / OE UL UL — r 1- 0• Iw Q 03rt S89°24'11 "E Z.0 0 wet — OE 25, 6g, wet 111115111 Iii■'■■!�■i _ L J / .off i aM 1254.95 NOTES 1. See project manual for alternates, scheduling, and coordination. LEGEND wet A/ 4 '/%/'IlkCET ), f Ar ' r L_ s - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C2.dwg / S89°24'11 "E 700.16 PARCEL A ON OF Cpl1q, GPS\ p, �� �2 �,0 p,090.0SON 0 511 p,P F� � �2�0�150 PP�� P� .110 i wet PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN WETLAND BUFFER BASE BID / BID ALTERNATE LIMITS BIRCH STREET -e 2) 13M Iik / / SYMBOL LEGEND L d NEW 3" BITUMINOUS PAVEMENT OVER NEW 6" CRUSHED AGGREGATE BASE SEE DETAIL 1/C5 NEW 4" BITUMINOUS PAVEMENT OVER NEW 7" CRUSHED AGGREGATE BASE SEE DETAIL 2/C5 NEW 3.5" BITUMINOUS PAVEMENT OVER NEW 5" AGGREGATE BASE (CL5) OVER 24" SELECT GRANULAR BORROW SEE DETAIL 1/C6 NEW 4" CONCRETE PAVEMENT OVER NEW 6" CRUSHED AGGREGATE BASE SEE DETAIL 5/C5 NEW 8" CONCRETE PAVEMENT OVER NEW 6" CRUSHED AGGREGATE BASE SEE DETAIL 6/C5 CONCRETE STOOP/APRON SEE ARCH/STRUCTURAL PLANS (C.S.A.H. NO. 34 I By City \By General Contractor I fi i 1 I / / APPROXIMATE FLOODPLAIN 903.58 PER RCWD I, OE OE NORTH 71.1 0 20 40 80 REVISIONS: Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 Addendum No. 2 Watershed Submittal Cr)1.0 Cr) Watershed Comments N Watershed Revs Watershed Revs co N Cr) 0 ti M �r 1 M N Lf) 00 1.11N O a as cn 0 (a 2 O Paving and Dimension Plan 0 N U OE \1,,�1/4L'1,44i,i1si VARIES VARIES VARIES UNDISTURBED AND UNCOMPACTED INSITU SOIL <O ":37-° ■'EMEILy71 ,�< N�1 SEE LANDSCAPE PLAN FOR PLANTING AND SEED MIX REQUIREMENTS V4tre4 ■-■■■■ h 1 ti4141, ■■■-- -11M1 _ �IiIIIMME IIIMMEMEN ■■■■�u■� ■■■■-■■■■J-���� */,11 41 11 4I ■ SAND (12" DEEP) 913.42 B* 913.20 B* 912 910 ine 909 C.S.A.H. NO. 21) CENTERVILLE ROAD rn Propo -d Pro•ert 9+8 Parking Setback ---909 - 909.60 \ Build ng Setback BIOFILTRATION BASIN #1 I BTM: 908.00 HWL: 909.56 912.30 B __- 912.77 B* 913.02 TC 912.52 GL/RIM 9120 - 912.4 912.70 to ;l; -iii -iii -;ll -iii -iii iii -iii -11 iii -iii -iii -iii -iii -iii -1 11 -111 - 912.30 B = PER PLAN 1 1 111 III=1' -111=111=111=111=111= BIOFILTRATION BASIN X -SECTION NOT TO SCALE 911---- -91(11,- OEOE 910 _ GRASS BUFFER STRIP NOTE:INFILTRATION AREAS SHALL BE CONSTRUCTED TO PROVIDE THE INDICATED STORAGE VOLUME PER THE PLANS. FILTER FABRIC (NON -WOVEN) PLANTING MEDIUM (6" DEEP) SAND (70%), TOPSOIL (10%), COMPOST (20%) BACKFILL 4" PERFORATED PE DRAINTILE WITH SOCK S89°24'11 "E - 1254_95 9 BIRCH STREET (C.S.A.H. NO. 34 j - - 907.40 B* ' - --------------------------- Line ;�0' OW)" AlUi •••• 1 MIN IUI U•■■■■■�`` •UU•IIM/A II•mEIl••at% •••• 14. �••� \ = ilt4imosimummoiro-aimi\ 14. *MO 0� 10, �11‘ 913.62 913.12 C/GL 913.43 TC 912.93 G 913.67 C 913.17 GL 914.40 TC/C 913.90 GL 13.60 TC 979 ■ .I1O GL ma 912.20 TC/GL rt 909 913.93 TC 913.43 GL 914.20 C/TC 913.70 GL 913.90 C/GL 914.40 C 914.50 914.45 C 914.15 C 913.95 TC/C 913.73 GL z 914.15 C PROPOSED FIRE STATION z 914.50- FFE = 914.50' 914.23 TG%C (ARCH 100') 913.73 GL 913.95 C/TC _914/.40 TC/C 913.45 GL 914.50 913.90 GL 914.50 I N O) 913. 5 TC 912.5 GL 75 TC 5 GL 0 75 TC/C 913. GL 913.45 TC 912.95 GL 9� 913.01 TC 912.51 GL 908 IOFILTRATION BASIN #2 /909.00 E. HWL: 908.85 913.90 GL III I 914.15 TC/C 913.74GL /f- 1 1 1 1 0 913.96 TC/ -C 913.74 GL 1 1 I I a 13.77 TC/C 1.13.55 GL / IIII 1/ 913.19 TC/GL / -908•/ - gp7��-- \\» 00 . - //.L/ I��'�tl►, N -» ` 90245 G 907.93 B 908. Id LEGEND 950 949 950.00 TC 949.50 GL / -- 906= / / - - / / 1 /1 1 / I 1 I /// 1 / J// t / // \\ ,\1i, -905-- / WETLAND MITIGATION AREA, BY -// OTHERS. ,v- / N 904 - - \11------- \9905-- OS ___---- --906.- Ep,�EDWwetPN� �o \ HWL: 905.81 • EXISTING CONTOURS PROPOSED CONTOURS - MAJOR INTERVAL PROPOSED CONTOURS - MINOR INTERVAL GRADE BREAK LINE GRADE SLOPE SPOT ABBREVIATIONS: TC - TOP OF CURB GL - GUTTER LINE B - BITUMUNOUS C - CONCRETE EO - EMERGENCY OVERFLOW TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN WETLAND BUFFER BASE BID / BID ALTERNATE LIMITS ---906----------------------------- -904 = - - - - - , By General Contractor 908.43 TC - - 907.93 B 908.55 TC 908.05 GL/RIM - 0 909.80 .14 910.50 BERM lonvellil la a. 914.50 TC refrl.1111111 ME®MIEI■■■il EIKKARBEiNMMMMMEN ME,E l■■■■■ 914.00 et .30 TC 911.80 GL 912.12 N \\ 1.0% BIOFILTRATION BASIN #3 11;'15.10 HWL: 909.77 977 910.66 B g1'C.53 TE 2. 911 910 909 911.03 GL/RIM 912.71 TC - 912.21 GL 11 N 912.64 TC 912.14 GL 912 0 /L, 911 912.53 TC 912.80 TC rb 913.16 B 913.65 TC 913.48 BA 913.66 TC 913.16 GL 912 913 7 912 0.83% ----� 7 9'14- PARCEL A 911.14 TC 910.64 GL 907 Lo 700.16 APPROXIMATE FLOODPLAIN 903.58 PER RCWD GRADING NOTES 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. 2. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 3. Grades shown in paved areas represent finish elevation. 4. Restore all disturbed areas, see landscaping. 5. All construction shall be performed in accordance with state and local standard specifications for construction. NORTH 0 20 40 80 0 .c cu CiS REVISIONS: 00 LO 0 cia co SUITE 504 APPLE VALLEY, MN O • Lu F7 2 • 1:1- •71- 0 Lu Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 Addendum No. 2 LO Watershed Submittal CO Watershed Comments Watershed Revs Watershed Revs LO <1.<1 0 Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Grading Plan cr5 cs • OE EROSION CONTROL NOTES 1. Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall be kept onsite at all times. 2. Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any excavation or demolition work at the site. 3. Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP. 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into the construction zone. 5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be compacted with a vibratory plate compactor. 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. 8. 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, must be stabilized 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. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 12. All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection. 13. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 15. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 16. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off-site impacts. 17. All soils tracked onto pavement shall be removed daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. 19. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in 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. 20. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite.. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 24. Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall be removed from the site. 25. All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site. 26. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization. ROCK CONSTRUCTION ENTRANCE S89°24'11"E - 1254_95- - BIRCH STREET (C.S.A.H. NO. 34 1 j -------------------------- - ----- ------ Proposed Property Line (60' ROW) or \ CENTERVILLE ROAD FFE = 914.50' / (ARCH 100') // / CONCRETE WASHOUT -STATION (LOCATION TO BDETERMINED) I wet wet , �on� ����� I •_ I - I=I I ��po� �� ���.�dn�•' 4 0� ��•--III- 7 7 / JPARCEL A 7 7 \ \ 1 / / ,111, i 911 912 913 / g'\4 \J \ ui \ \ / / / / / / / ----- OE ------OE--- / / APPROXIMATE FLOODPLAIN 903.58 PER RCWD LEGEND I, / / / / / / 7 / / / / / / / / / / / / / / / / / I II I 1 I 1 1 1 I P:\Projects\IProJec s - 2014\12146115- Lino Lakes FireiStation\b. Design\Dr/awing Files\1146115 03.1.dwg / / 7- / / / r / 7 / ONO Cpl p'A\ \� g2 �0 tiON 0� 0.0 O - 0\A gOPA�c ft PQP� oO 0, \I �5��10 �PS�F P ��2� N P� S89°24'11 "E 700.16 / 0 / / / %/ / �' '1 /1/ / /// / // / / //, / /,,1 o0o0o0o o°o°o°o SILT FENCE RIP -RAP / ROCK CONST. ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION r CONCRETE WASHOUT STATION wet PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN WETLAND BUFFER BASE BID / BID ALTERNATE LIMITS D NORTH 0 20 40 80 REVISIONS: 0 z 0 uJ Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 Addendum No. 2 Watershed Submittal Watershed Comments LO N Watershed Revs Watershed Revs co N Cr) 0 ti ro �r 1 M et' N 0, rn 00 1- 4- 504 APPLE VALLEY, MN a as Lino Lakes co 0 a) a) c N 2 vi 2 3 m J O O .c � J Erosion Control Plan M U z 5 H F O OE C.S.A.H. NO. 21) CENTERVILLE ROAD 3, 10 520 LF 4" PERF. DRAINTILE _ INV: 906.50 Property Line c Proposed Property Line (s.0' ROW) UTILITY NOTES 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 where located within 10 feet of waterlines or the building. 6. All RCP pipe shown on the plans shall be MN/DOT class 5. SAN MH1 (BY CITY) RIM=912.30* INV=904.00* OE - CB -1 RI M=912.52 INV=910.00 SUMP=907.00 <S. FES I NV=908.55 CONNECT TO WYE PROVIDED BY CITY INV=904.47* / / / / NEW SANITARY 43 LF 6" PVC (D SERVIC CB -2 RI M=912.47 INV=908.45 SUMP=905.45 65 LF 12" RCP @ 0.7% FES UTILITY NOTES 7. Maintain a minimum of 7'/2 of cover over all water lines and sanitary sewer lines. Install water lines 18" above sanitary sewers, where the sanitary sewer crosses over the water line, install sewer piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of separation. 8. Where 7''A' of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 4' wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. 9. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 10. See Project Specifications for bedding requirements. 11. Pressure test and disinfect all new watermains in accordance with state and local requirements. 12. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 13. All new manholes, catch basins, and catch basin / manhole structures shall be constructed utilizing an external chimney seal that is capable of providing a sound seal from casting to pre -cast section. Chimney seals shall be Infi-shield Uni-band or an approved equal. 14. Install water and fire service inside the building and terminated 12" above finished floor with a blind flange. _ _ - - S89°24'11 "E - 1254_95 OE OE - INV=908.00 - - r OE o€ e -- - - NEW 24" CULVERT (BY CITY) FES (BY CITY) INV=903.15* LEGEND O 0 Ct STORM MANHOLE CATCH BASIN CURB INLET FLARED END SANITARY MANHOLE HYDRANT GATE VALVE & BOX ® WATER SHUTOFF : LIGHT POLE REET (C.S.A.H. NO. 34 MITERED END GRATE W/ 4'X4' SCOURSTOP INV=903.80 FES INV=905.45 C6 COORD. W/MECH. INV=909.50* 380 LF 4" PERF. DRAINTILE INV: 906.50 1- 0 DT MITERED END GRATE W/ 4'X4' SCOURSTOP INV=906.50* *COORDINATE OUTLET WITH WETLAND MITIGATION BY OTHERS 9.6% FES INV=908.05 15 LF 10"PVC @1.0% STMH1 INV=908.35 COORD. W/MECH. INV=908.50* PROPOSED FIRE STATION FFE = 914.50' 75 LF 12" PVC @ 0.40% ' « H 1.- o U , >- co m z I z 2 >-w 5' (ARCH 100') 50 LF 4" PVC @ 0.20% INV= 908.10', OUTLET= 908.00' 45 LF 4" PVC @ 0.89% INV= 908.40', OUTLET= 908.00' vqe'- CB -5 RIM=911.03 INV=908.23 SUMP=905.23 WE-(\ PND wet COORD. W/MECH. (SEE NOTE 14) 4'X4' SCOURSTOP MAT AT EACH OUTLET 160 LF 4" PERF. DRAINTILE INV: 903.80 wet 15LF12" OE RCP @ 0.5% G CTV OE UE FO G T T I I DT m CABLE UNDERGROUND LINE ELECTRIC OVERHEAD LINE ELECTRIC UNDERGROUND LINE FIBER OPTIC UNDERGROUND LINE NATURAL GAS UNDERGROUND LINE SANITARY SEWER PIPE STORM SEWER PIPE TELEPHONE UNDERGROUND LINE WATERMAIN PIPE DRAINTILE PIPE - - - - PROPERTY LINE SETBACK LINE DELINEATED WETLAND (BY OTHERS) FLOODPLAIN BASE BID / BID ALTERNATE LIMITS CB -9 RI M=908.05 - INV=905.52 - SUMP=903.52 30 LF 15"RCP @1.0% \ FES (BY CITY) I NV=906.11 * 24" CULVERT (BY CITY) CB -3 RIM=911.71 INV=908.47 SUMP=905.47 SAN MH2 (BY CITY) RIM=912.18* INV=905.30* NEW DOMESTIC WATER SERVICE 80 LF 4" DIP 6" X 6" MJ TEE 6" GV W/BOX NEW FIRE WATER SERVICE 80 LF 6" DIP 470 LF 4" PERF. DRAINTILE INV: 906.50 1 DT 30 LF 15" RCP @ 0.5% 750 LF 4" DRAINTILE 4 C6 INSTALL 20 LF 4" SOLID PVC PIPE AT WATERMAIN CROSSING CONNECT TO STUBS PROVIDED BY CITY P\N B� C\ -CN(/ 1/ / a� ' FES (BY CITY) ( INV=906.00* I 1 ▪ 1,111, I I P:\Projects\ rojec to0 o J iv a 0 /ac 030 61) co SANITARY SEWER AND WATERMAIN STUBS BY CITY CB -4 RI M=911.71 INV=908.71 SUMP=905.71 CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) MITERED END GRATE W/ 4'X4' SCOURSTOP INV=906.00 Cb INSTALL 20 LF 4" SOLID PVC PIPE AT WATERMAIN CROSSING s - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C4.dwg S89°24'11 "E 700.16 CB -6 RIM=911.03 INV=908.38 SUMP=905.38 CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) GPoSN \ON O FPF-� ��02Oo l 5Cp� lI q2 PckO-\ \,o l0o5Ne11 P- PP0 111, .110 IN <MD CB -7 RIM=910.34 INV=906.70 SUMP=903.70 CB -8 RIM=910.34 INV=907.00 SUMP=904.00 II I II I By City By General Contractor CB -10 RIM=908.05 -� INV=905.72 SUMP=903.72 CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) 40 LF 12" .�►�� RCP @0.5% % / / / I/ 260 LF 4" DRAINTILE Iz w 2 Iw Iw 0 z I.5 J Iw III I 111 I III CONNECT DRAINTILE TO CATCH BASIN (TYP BOTH SIDES) 1/ /// %/ // /// /// /1/ /// /i// / /1 // 1! ee, VARIABLE APPROXIMATE FLOODPLAIN 903.58 PER RCWD as 5" VARIABLE 4'-0" TYPICAL O OE OE MANHOLE FRAME & COVER: NEENAH R-2501, TYPE C GRATE MIN OF 2, MAX OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS OF ANY MATERIAL ALLOWED. PLACE EXTERNAL CHIMNEY SEAL. % 6" PRECAST REINFORCED CONCRETE SLAB. SEAL WITH 2 BEADS OF RAM-NEK. ALL JOINTS IN MANHOLE TO HAVE '0' RING RUBBER GASKETS. MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" O.C. PRECAST CONCRETE SECTION PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. WATERTIGHT CONNECTION (BOOT, TYPICAL) O O REINFORCE WITH #4 REBAR @ 8" E.W. SECTION STORM SEWER JUNCTION MANHOLE DETAIL NOT TO SCALE D NORTH 0 20 40 80 REVISIONS: 0 0 0) a) 0 U) N 0) 0 z Lu Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 Addendum No. 2 LO N Watershed Submittal LO C) CD Watershed Comments N Watershed Revs LO Watershed Revs M 0 10 N) N 0, rn 0 00 10 4 N 10 10 SUITE 504 APPLE VALLEY, MN as 0 \V V J 0 LL Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Utility Plan 0 0 ci z 5 x (0)- F F O NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS EXISTING SUBGRADE SOIL LIGHT-DUTY BITUMINOUS 0 CONSTRUCTION DETAIL NOT TO SCALE NEW 4" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS M ‘ ) , DP, 2,ogo 2, 2, 2, goo (t.< �QO ^Q�QO Q QQO Q QOIQO PAQ QQO Q QOIQO QAple -III III—III III—III III—III III III III III III 11 I--IrlrlIrlrlIr=plIrlplIrlplIrlrl IIII III � 11 II 1 11 II 1 11 II 1 11 I1I 1 111 I 1 —1 1 1-1-1 11— 1 1-1 1 I— 1 1-1 1 1— 1 1-1 1 1-1 1-1 11-1 1-1 II VIII -11111 11111 I II I II II I I II I II II I I II I 11 I II I I I II I II I II I II I I II EXISTING SUBGRADE SOIL LIGHT-DUTY BITUMINOUS 0 CONSTRUCTION DETAIL NOT TO SCALE NEW 4" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS EXISTING SUBGRADE SOIL HEAVY-DUTY BITUMINOUS PAVEMENT SECTION IMF NOT TO SCALE BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SOD LO (0 18" SLOPE 3/4' PER FT. 6" NEW CRUSHED AGGREGATE BASE CLASS V NEW 7" CRUSHED AGGREGATE BASE CLASS V NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE NEW BITUMINOUS PAVEMENT � III— III—I I a ��, ° ° ° ° ��O �Q°O I I I I a ����a00 I I=11 ��n!onn!onn�0000� p�QO • =1 11=1,D .0 c-).0o��o�o�noo�no�o��o�o�noo_ 11=111—T = r T H I T=1 n = r r=TH IF- l'=7 ="1=11T- 111=111=111=111=111=111=111=111=111= 1 -111-111-111-111-111-111-111-111-11111111-1111 I 11111111 itllii Ili 11--11 Illi 11-11 111-111 V11111I 1 1-11111-11111-11 6" EXISTING SUBGRADE SOIL B618 CONCRETE © CURB & GUTTER DETAIL Vir NOT TO SCALE BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SEED 10 12" ►1► 12" NEW BASE AGGREGATE NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE SLOPE 3/4 PER FT. 4 d a 4 a d O a d a d d \ d e a g OgoN d ° —111— ..1._,_�..I_: • ���_or •IP• NEW BITUMINOUS PAVEMENT p IIIIIIIIIIIIIII1-11-11-11-1-111 III— 1111 I I—III— I I-11 I1-1-1-1=1 1-1 1 - EXISTING SUBGRADE SOIL SURMOUNTABLE CURB & GUTTER DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C5.dwg 10 NEW BASE AGGREGATE NEW 4" PORTLAND CEMENT CONCRETE a 4 4 a o a 4 a d a d d a d 4 d 1I 1 II II 1 I11 II 1 IIIII 1 IIIII 1 II 11111-1 1 I I-1 1-1 11-111—I I I-111-11 1-11 1-111-111-111-111-111= —111-1 11-111-1 11-111-1 11-111-1 11-111-1 11-111-1 1111111I11111I1111I11111I1111 �1111I1111l I 1=1 I 11111I11„1I11I1; EXISTING SUBGRADE SOIL LIGHT-DUTY CONCRETE © CONSTRUCTION DETAIL NOT TO SCALE NEW 8" PORTLAND CEMENT CONCRETE 4 4 4 d 4 a4 4 d 4 ° d 4 a d 4 4 d 4 e d a 4 a a d 4 4 4 d 4 d a 1 1 1 1 1 PH PH PH11-1 I PH I I—I 1 11—H 11--I II— I—I I PH I .I I 1 111 111 111 111 111 111 111 111 111 111 111 11= III -11111 I I111111-11111 1111-1111 �IIII�II11111111�11111�11111�11111�11111�1111� �111�11111�11111�11111�111� EXISTING SUBGRADE SOIL HEAVY-DUTY CONCRETE CONSTRUCTION DETAIL NOT TO SCALE NEW 6" CRUSHED AGGREGATE BASE CLASS V NEW 6" CRUSHED AGGREGATE BASE CLASS V 2' 0" 4' 0" 2' 0" • 5' MIN. L -NOMINAL 1" x 8" x 8' NO. 1 GRAD LUMBER OR STEEL / ALUM€NUM PANELS 1/2"x' GALV. BOLTS W/ CUT WASHER r 0 IF •s. /V 4" x 4" x 8' TREATED WOOD POSTS NOTES: 1, THE BARRICADE BOARD FACE SURFACE SHALL BE FULLY REFLECTORIZED IN ALTERNATE SILVER WI.21TE AND RED STRIPING. USING REFLECTIVE SHEETING CONFORMINO TO THE REOUIRENENTS OF SPEC. 3352.2A2a STANDARD NO, 1. 2. PRIOR TO INSTALLING THE REFLECTIVE SHEETING. THE BARRICADE BOARDS SHALL BE GIVEN A COMPLETE COAT OF WHITE WOOD PRIMER PAINT FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR PAINT APPLIED ONLY TO THE SURFACES NOT COVERED wrrH REFLECTIVE SHEETING, 3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED ANO RELECTORIZED SHEETING APPLIED BEFORE INSTALLED ON THE POSTS. PERMANENT BARRICADE MAY, 2013 GEN -24 PERMANENT BARRICADE NOT TO SCALE ACCESSIBLE RAMP DETAIL NOT TO SCALE TURRET TYPICAL DETAIL 1318 MCKAY DR. NE, SUITE 300 HAM LAKE, MN 55304 (763) 434-2030 1 M -F 8:00-4:30) WWW.ANDKASWCD.ORG PLAN VIEW U.S. PATENT NO. 8,501,016 Iei�rrw. /IPR(iN::. (DISTANCE-I'ROKBACIE.OF CUR8.VARIES) '1,1* ij 3' "Er . 11.I', n n u,''i. 'AC V .gym, ,,�,•,�.:,�,, �.. OUTING:PAVEMENT CROSS-SECTION VIEW E IRE I: APRON .GUTTERLINE RAIN :GUARDIAN TURRET U.S. PATENT NO. 8,501,016 RAI.N`GVAR©I.AN TURRET DONCREVE. RASE (3NEWDED) RAIN GUARDIAN - TURRET NOT TO SCALE V O "L Ina)o 2 C 1✓ N Jw1190M REVISIONS: O LCD LCD Z 2 J cia 0) m 0) 0 0 0) a) 0 U) O 1-7 > w < CC I— E Lu — Z 0 LIJDOZ ZL• < a—wO J H Z W am¢E6w W _ Z Z ▪ oi—wZ < d Q Z HWOZF)O >° in(0a U_ (0 — j. ¢wOrn w�w U 7 a (Du)Lw Ma.OZ0 ir�ww LU _ O U Q — O 5 J N m LC) O Z Lu Lu Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 Addendum No. 2 Watershed Submittal Watershed Comments LCA LCD Lf) LO C) N N C'D Watershed Revs Watershed Revs 10 LO L0 w - N � N) 10 0) CO 4 N 10 10 SUITE 504 APPLE VALLEY, MN as 0 (1) 0 LL Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details 0 U c3 z 5 x 1- F9;; O b‘- \-%7N)N%2- > cc t0,0���O0,59 OoO� �� z�O��,�jQOO��,�jQjQQOO��,�jQO��,� jQOOI►-r I ' r' ' )Rl l"r�� l l r� l ��) l l A 8' ,PcP"PP III1I-111- I I-111- II1111 I I1111 I I111II II rlIrlrlIr=w11=lrlIrlrlIrlplIrlIr =q1mrlIr=11=11r4=111== 1—I 11-1—I 11-1 —I 111111111111111111111111111111111111111111111 111111111111111111111111111 EXISTING SUBGRADE SOIL HEAVY-DUTY BITUMINOUS PAVEMENT SECTION IMF NOT TO SCALE BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SOD LO (0 18" SLOPE 3/4' PER FT. 6" NEW CRUSHED AGGREGATE BASE CLASS V NEW 7" CRUSHED AGGREGATE BASE CLASS V NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE NEW BITUMINOUS PAVEMENT � III— III—I I a ��, ° ° ° ° ��O �Q°O I I I I a ����a00 I I=11 ��n!onn!onn�0000� p�QO • =1 11=1,D .0 c-).0o��o�o�noo�no�o��o�o�noo_ 11=111—T = r T H I T=1 n = r r=TH IF- l'=7 ="1=11T- 111=111=111=111=111=111=111=111=111= 1 -111-111-111-111-111-111-111-111-11111111-1111 I 11111111 itllii Ili 11--11 Illi 11-11 111-111 V11111I 1 1-11111-11111-11 6" EXISTING SUBGRADE SOIL B618 CONCRETE © CURB & GUTTER DETAIL Vir NOT TO SCALE BACKFILL WITH NEW GOOD QUALITY TOPSOIL AND SEED 10 12" ►1► 12" NEW BASE AGGREGATE NOTE: TIP OUT GUTTER WHERE INDICATED ON PLANS AND AS NEEDED TO ENSURE POSITIVE DRAINAGE SLOPE 3/4 PER FT. 4 d a 4 a d O a d a d d \ d e a g OgoN d ° —111— ..1._,_�..I_: • ���_or •IP• NEW BITUMINOUS PAVEMENT p IIIIIIIIIIIIIII1-11-11-11-1-111 III— 1111 I I—III— I I-11 I1-1-1-1=1 1-1 1 - EXISTING SUBGRADE SOIL SURMOUNTABLE CURB & GUTTER DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C5.dwg 10 NEW BASE AGGREGATE NEW 4" PORTLAND CEMENT CONCRETE a 4 4 a o a 4 a d a d d a d 4 d 1I 1 II II 1 I11 II 1 IIIII 1 IIIII 1 II 11111-1 1 I I-1 1-1 11-111—I I I-111-11 1-11 1-111-111-111-111-111= —111-1 11-111-1 11-111-1 11-111-1 11-111-1 11-111-1 1111111I11111I1111I11111I1111 �1111I1111l I 1=1 I 11111I11„1I11I1; EXISTING SUBGRADE SOIL LIGHT-DUTY CONCRETE © CONSTRUCTION DETAIL NOT TO SCALE NEW 8" PORTLAND CEMENT CONCRETE 4 4 4 d 4 a4 4 d 4 ° d 4 a d 4 4 d 4 e d a 4 a a d 4 4 4 d 4 d a 1 1 1 1 1 PH PH PH11-1 I PH I I—I 1 11—H 11--I II— I—I I PH I .I I 1 111 111 111 111 111 111 111 111 111 111 111 11= III -11111 I I111111-11111 1111-1111 �IIII�II11111111�11111�11111�11111�11111�1111� �111�11111�11111�11111�111� EXISTING SUBGRADE SOIL HEAVY-DUTY CONCRETE CONSTRUCTION DETAIL NOT TO SCALE NEW 6" CRUSHED AGGREGATE BASE CLASS V NEW 6" CRUSHED AGGREGATE BASE CLASS V 2' 0" 4' 0" 2' 0" • 5' MIN. L -NOMINAL 1" x 8" x 8' NO. 1 GRAD LUMBER OR STEEL / ALUM€NUM PANELS 1/2"x' GALV. BOLTS W/ CUT WASHER r 0 IF •s. /V 4" x 4" x 8' TREATED WOOD POSTS NOTES: 1, THE BARRICADE BOARD FACE SURFACE SHALL BE FULLY REFLECTORIZED IN ALTERNATE SILVER WI.21TE AND RED STRIPING. USING REFLECTIVE SHEETING CONFORMINO TO THE REOUIRENENTS OF SPEC. 3352.2A2a STANDARD NO, 1. 2. PRIOR TO INSTALLING THE REFLECTIVE SHEETING. THE BARRICADE BOARDS SHALL BE GIVEN A COMPLETE COAT OF WHITE WOOD PRIMER PAINT FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR PAINT APPLIED ONLY TO THE SURFACES NOT COVERED wrrH REFLECTIVE SHEETING, 3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED ANO RELECTORIZED SHEETING APPLIED BEFORE INSTALLED ON THE POSTS. PERMANENT BARRICADE MAY, 2013 GEN -24 PERMANENT BARRICADE NOT TO SCALE ACCESSIBLE RAMP DETAIL NOT TO SCALE TURRET TYPICAL DETAIL 1318 MCKAY DR. NE, SUITE 300 HAM LAKE, MN 55304 (763) 434-2030 1 M -F 8:00-4:30) WWW.ANDKASWCD.ORG PLAN VIEW U.S. PATENT NO. 8,501,016 Iei�rrw. /IPR(iN::. (DISTANCE-I'ROKBACIE.OF CUR8.VARIES) '1,1* ij 3' "Er . 11.I', n n u,''i. 'AC V .gym, ,,�,•,�.:,�,, �.. OUTING:PAVEMENT CROSS-SECTION VIEW E IRE I: APRON .GUTTERLINE RAIN :GUARDIAN TURRET U.S. PATENT NO. 8,501,016 RAI.N`GVAR©I.AN TURRET DONCREVE. RASE (3NEWDED) RAIN GUARDIAN - TURRET NOT TO SCALE V O "L Ina)o 2 C 1✓ N Jw1190M REVISIONS: O LCD LCD Z 2 J cia 0) m 0) 0 0 0) a) 0 U) O 1-7 > w < CC I— E Lu — Z 0 LIJDOZ ZL• < a—wO J H Z W am¢E6w W _ Z Z ▪ oi—wZ < d Q Z HWOZF)O >° in(0a U_ (0 — j. ¢wOrn w�w U 7 a (Du)Lw Ma.OZ0 ir�ww LU _ O U Q — O 5 J N m LC) O Z Lu Lu Eric G. Meyer, P.E. DATE 01/19/15 COMM: 12146115 01/19/15 Addendum No. 2 Watershed Submittal Watershed Comments LCA LCD Lf) LO C) N N C'D Watershed Revs Watershed Revs 10 LO L0 w - N � N) 10 0) CO 4 N 10 10 SUITE 504 APPLE VALLEY, MN as 0 (1) 0 LL Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details 0 U c3 z 5 x 1- F9;; O VARIES 6" T'(P. 16' VARIES the 2w0 MAX. SLOPE. 3:1 MIN. SLOPE 2.0% 4" TOPSOIL & SOD SUITABLE BACKFILL MATERIAL INSET A Lwow.' 111111 ','uuIJr 0412 CONCRETE CURB & GUTTER 1.5" 2360 TYPE SP WEARING COURSE 2357 BITUMINOUS TACK COAT 2" 2360 TYPE SP NON—WEARING COURSE 5" AGGREGATE BASE, CL 5 24" SELECT GRANULAR BORROW 24" APPROVED SUBGRADE INSET A TYPICAL SECTION (URBAN STREET) NOTES: 1.) TYPICAL STREET SECTION SHOWN. CONSTRUCT PER DIMENSIONS AND GRADES ON SHEETS C2.0 AND C3.0. 2.) CURB AND GUTTER ON CITY STREETS TO BE TYPICAL MNDOT B618 CURB AND GUTTER, PER DETAIL 3/C5. CITY STREET PAVEMENT SECTION DETAIL NOT TO SCALE NEENAH CASTING NO. R-3067 WITH TYPE DR, DL, OR TYPE V GRATE OR APPROVED EQUAL DIRECTION OF MAJOR FLOW (TYPE DL GRATE) NOTES: 1. EXPANSION MATERIAL TO BE PLACED IN SECOND JOINT BOTH SIDES OF CATCH BASIN. 2. RECESS CATCH BASINS 2" BELOW GUTTER GRADE LINE. VARIES 2" ADJUSTING RINGS (MIN. 2", MAX. 4") FULL BED OF MORTAR BETWEEN THE RINGS 6" CONCRETE COLLAR AROUND OUTSIDE OF RINGS 6" PRECAST REINFORCED CONCRETE CRETEX TYPE 477-1 INLET DRILLED OR PREFORMED HOLES REQUIRED FOR SUBDRAIN CONNECTIONS TO MINIMIZE STRUCTURE DAMAGE CATCH BASIN DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C6.dwg /8" SMOOTH BAR @ 2" O.C. EACH WAY 6"MAX -1 1 COMPACTED BACKFILL PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. HOT DIP GALVANIZE AFTER FABRICATION. FLARED END SECTION DETAIL NOT TO SCALE LOAD FACTOR 1.9 W COURSE FILTER AGGREGATE "OD" DENOTES OUTSIDE DIAMETER OF PIPE BARREL "W" DENOTES OD+12" MINIMUM CLASS B HAND SHAPED FROM ANGULAR BEDDING MATERIAL 3" GOOD QUALITY SANDY TOPSOIL AND SOD 16 �o PIPE BEDDING NOT TO SCALE 12" OVERLAP, MIN. COARSE FILTER AGGREGATE SOIL SEPARATION FABRIC (MIRAFI 170N, OR EQUAL) 1100 111=11=1 =-" 111=11111111=111 111-111-111x11; 111-111-11111 1 1=111=111 . 1 111111111" i11 111-111-111E111 1 -111-111-111_111 111E111=111=111 11111111-1111 III—III—III—I 4" PERFORATED PE DRAIN TILE PIPE WRAPPED IN FILTER FABRIC IIIA =1111 11=111111=111 1-111-111-111-1 111-111-111-111 1 1111 I 1111111 111111111-111 111-111-111-111-1 11-111-111-1 1-111 11111111111111 1— III -111H 1-1 I H I—I I III—III—I 1 I—III III—III—I I 18" MIN. EXISTING SUBGRADE SOIL DRAIN TILE DETAIL NOT TO SCALE MITERED DRAIN GRATE FOR INFORMATION SEE WEB SITE AT WWW.MITEREDDRAIN.COM (707) 620-0606 4' X 4' SCOURSTOP STABILIZATION MAT AT OUTLET MITERED END GRATE DETAIL NOT TO SCALE NOTES: 1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS. 2.) ALL HYDRANT LEADS SHALL BE VALVED. 3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG PER HYDRANT IS REQUIRED. 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" TAGS WHEN INSTALLED. 6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A NEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" OF BREAKOFF SECTION. d 3'-5' FROM TEE NOT IN WHEEL TRACK ' m MAIN /\/\/\/\/\/\i SCREW TYPE l (,„!_ /\/\/\ . /\% / GROUND LINE GROOVE VARIABLE ;] C "MEGA LUG" 1 CUBIC YARD WASHED DRAIN ROCK COVER WITH 4 MIL POLYETHYLENE. I IYDRANT FLAG TO BE INSTALLED ON THE NOZZLE SECTION BACKFILL TO BE TAMPED Cr) M "MEGA LUG" 8" CONCRETE BLOCK O 4 \\ • \moi\ �i\, UNDISTURBED SOIL HYDRANT & GATE VALVE INSTALLATION DETAIL NOT TO SCALE w Ow LU C7 > z O I= O 0 >- D w CCOz D z O 00 J LUL 0 O O 0 ct O O m REVISIONS: 0 0 C) a) 0 U) 0> w Qcc I— E 0 Lu - Z 0 w 2 O Z d d Q ZL< H Z m =Z Z 01- W Z Q d Q Z HWZZ00 >ainU)¢ U ()-w. c¢wOrn wfw CC I— mO-F— co 0 WUJWZ� 0 Q O 0 - O 5 J J G. Meyer, P.E. N CS) LC) 0 z O uJ rn L1.1 1- LU 0 COMM: 12146115 01/19/15 Addendum No. 2 O N Watershed Submittal LO C') C1) Watershed Comments N Watershed Revs Watershed Revs 10 C co w 10 N) ) 0) 10 LO4 N 10 10 SUITE 504 APPLE VALLEY, MN Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details c3 z 5 Zx (0)- F F O WIRE MESH REINFORCEMENT (OPTIONAL) METAL, WOOD POST, OR STAKE. 8' MAX. SPACING, 2' INTO GROUND. DIRECTION OF RUNOFF NATURAL SOIL ENGINEERING FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL IIIIIIA _I=1 I I=11 I I I 11 I III=111- I_ — III ,,,,III—I —III—I 1 I IIIIIIIIII—III '1-IIII�IIIII; II111 NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. SILT FENCE 0 INSTALLATION DETAIL 157 HARD SURFACE/ PUBLIC ROAD NOT TO SCALE 4ij4//M4/ 1"-2" WASHED ROCK GEOTEXTILE FABRIC 6" MINIMUM © ROCK CONSTRUCTION ENTRANCE 8" CURLEX SEDIMENT LOGS® GROUND FLOW NOT TO SCALE NOTES: 1. SAND BAG SPACING SHALL BE 2 FEET O.C. SAND BAG SEDIMENT LOG DETAIL OR APPROVED EQUAL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C7.dwg A • .4 •4,4 '• lb. NOTE: FW300 MIRAFI FABRIC OR EQUAL PLAN stAreppp WOVEN FILTER FABRIC MN/DOT CLASS III RIP -RAP MN/DOT CLASS III RIP -RAP wV4�. •• �-dJ' fir, nom:, 5D (10' MIN.) SECTION A -A RIP -RAP AT OUTLETS NOT TO SCALE PLAN ::4•10. c0704 ..tRo 40 04 WOVEN FILTER FABRIC WOVEN FILTER FABRIC MN/DOT CLASS III RIP -RAP MN/DOT CLASS III RIP -RAP NOTE: 500X MIRAFI FABRIC OR EQUAL 2' //,//,//,//,/ 5D (10' MIN.) SECTION A -A RIP -RAP AT RAIN © GUARDIAN OUTLET DETAIL 457 NOT TO SCALE WOVEN FILTER FABRIC (ELEVATION -SEE PLAN) EXTEND FABRIC 1 FOOT BEYOND LIMITS OF RIP RAP WITH MINIMUM 1 FOOT OF COVER (TYP.) PER PLAN PER PLAN 10' GEOTEXTILE FABRIC PLACE RIP RAP ON 6 INCHES OF 2 INCH ROCK BEDDING OVER GEOTEXTILE FABRIC CL. II RIP RAP SECTION A -A PLAN 15' (EOF-SEE PLAN) GEOTEXTILE FABRIC PLACE RIP RAP ON 6 INCHES OF 2 INCH ROCK BEDDING OVER GEOTEXTILE FABRIC CL. II RIP RAP SECTION B -B TYPICAL RIP RAP WEIR OVERFLOW NOT TO SCALE SLOPE INSTALLATION (5cm-12.5cm) 12" (30 cm) i1i ,V • AV OW MOUND LAST 2 FEET OF RIP RAP 1 FOOT DEEP (TOP OF RIP RAP SHALL BE LOWER THAN OVERFLOW ELEVATION) EXTEND FABRIC 1 FOOT BEYOND LIMITS OF RIP RAP WITH MINIMUM 1 FOOT OF COVER (TYP.) (15 cm) 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. NORTH AMERICAN GREEN EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800-772-2040 www.nagreen.com Category 4 Erosion Control Blanket: North American Green S150 erosion control blanket or approved equal. Top Net Bottom Net Polypropylene Polypropylene 1.5 lbs/1,000 ft2 1.5 lbs/1,000 ft2 (0.73 kg/100 m2) approx. wt. (0.73 kg/100 m2) approx. wt. Straw Fiber 0.50 LBS/YD2 (0.27 KG/M2) Thread Photodegradable Staples/Anchors: The type of anchors used to secure the blanket to the ground shall be Steel wirel l Gauge 1" wide x 8" long. EROSION CONTROL BLANKET gir NOT TO SCALE V i 0 O 'L( vi a) 2 . _ ca V/JN JwM REVISIONS: C3) co COLO N CO co LCD (.0 4} w 2 Q� 1- E _i Lu - OZ 7 0 wDoz CL 0 Q 7 Ca z0OL< Q - w 0 J Hz(n m = z z ▪ o—wz Q d Q z H�z00 >°'inU)¢ U ()-w. cawon w�w UCC7aF- } (DU) ( w maILo0 www 2 0 U Q"' O - O 5 Li - G. Meyer, P.E. CS) 0) Ln 0 z O uJ rn w 1- LU 0 COMM: 12146115 01/19/15 Addendum No. 2 Lr) (O N Watershed Submittal LO C) CO Watershed Comments Lf) N Watershed Revs L0 Watershed Revs L0 CV d 10 N) 0) rn CO LO 4 N 10 SUITE 504 APPLE VALLEY, MN as 0 �\ ( ) 0 LL Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details ci z 5 (0)- F F 0 *MADocument G7OITM - 2001 Change Order PROJECT (Name and address): CHANGE ORDER NUMBER: 001 Lino Lakes Fire Station 1710 Birch Street Lino Lakes, MN 55038 TO CONTRACTOR (Name and address): Jorgenson Construction Inc. 9255 East River Road NW Suite A Coon Rapids, MN 55433 DATE: July 21, 2015 ARCHITECT'S PROJECT NUMBER: 14045 CONTRACT DATE: February 24, 2015 CONTRACT FOR: General Construction OWNER: ❑ ARCHITECT: ❑ CONTRACTOR: ❑ FIELD: ❑ OTHER: ❑ THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) PR#1 Site plan revisions. $47,962.00 PR#02R2 Lanscape tree/seeding mix revisions. ($2,225.00) PR#3 Grading, erosion control, utility plan. ($3,010.00) TOTAL $42,727.00 The original Contract Sum was $ 3,847,100.00 The net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 3,847,100.00 The Contract Sum will be increased by this Change Order in the amount of $ 42,727.00 The new Contract Sum including this Change Order will be $ 3,889,827.00 The Contract Time will be unchanged by Zero (0) days. The date of Substantial Completion as of the date of this Change Order therefore is December 4, 2015. NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. CNH Architects, Inc. ARCHITECT (Firm name) 7300 West 147th Street, Suite 504, Apple Valley, MN 55124 ADDRESS Jorgenson Construction Inc. City of Lino Lakes CONTRACTOR (Firm name) OWNER (Firm name) 9255 East River Road NW, Suite A, Coon Rapids, MN 55433 600 Town Center Pkwy., Lino Lakes, MN 55014-1182 ADDRESS ADDRESS BY (Signature) BY (Signature) BY (Signature) Quinn Hutson Dwayne Kanne (Typed name) DATE (Typed name) (Typed name) DATE DATE AIA Document G701 T'" — 2001. Copyright © 1979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16:06:17 on 07/21/2015 under Order No.3095413000_1 which expires on 01/17/2016, and is not for resale. User Notes: (1785546576) CITY COUNCIL AGENDA ITEM 6A STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: July 27, 2015 TOPIC: 2015 Mill and Overlay project, County Road J coordination with Ramsey County VOTE REQUIRED: 3/5 INTRODUCTION Staff is seeking direction to enter into a Memorandum Of Understanding (MOU) with Ramsey County for roadway maintenance on County Road J. BACKGROUND Ramsey County and the City of Lino Lakes share two segments of County Road J. The City owns the north half of the roadway and the County owns the south half of the roadway: 1. County Road J (East Segment) Sargent Court to Bald Eagle Lake Boulevard 2. County Road J (West Segment) Centerville Road to Otter Lake Road The East Segment of roadway is within the area planned for maintenance as part of the 2015 Mill and Overlay project. City and County staff met early this spring to discuss a cost share agreement for the East Segment. It was originally agreed upon to split the cost of the East Segment. The City would bid the project and Ramsey County would reimburse the City for their share of the roadway. We were recently notified that Ramsey County cannot commit to cost share on East Segment in time for construction. Ramsey County is planning an improvement project on the West Segment of County Road J and has offered to fund 100% of the West Segment if the City in turn completes the East Segment. These segments are approximately the same in value. Proposed 2015 Mill and Overlay project options: 1. MOU with Ramsey County in which they fund and complete improvements to the West Segment of County Road J (reclaimation project), and the City of Lino Lakes will fund and complete improvements to the East Segment of County Road J (reclaimation project). Note the City has already awarded this work to Valley Paving, Inc. and it is included within our maintenance project and budget. 2. Change order to remove County Road J from the 2015 Mill and Overlay project. The substantial completion date for this project is August 31, 2015 and the final completion date including restoration is September 30, 2015. Brian Bourassa of WSB and Associates will be in attendance to answer questions. RECOMMENDATION Staff recommends Option 1, entering into a Memorandum Of Understanding (MOU) with Ramsey County for roadway maintenance on County Road J for both the East and West Segments. ATTACHMENTS 1. None