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08-24-2015 Council Packet
EXPANDED AGENDA CITY COUNCIL AGENDA Monday, August 24, 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. Recycling Program Update, Marty Asleson 2. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. Call to Order and Roll Call – Council Members Stoesz, Rafferty, Roeser, Kusterman, and Mayor Reinert were present Pledge of Allegiance Open Mike / Public Comment Setting the Agenda: Addition or deletion of agenda items 1. CONSENT AGENDA A) Consideration of Expenditures: i) August 24, 2015 (Check No. 101958 through 102070) in the amount of $1,007,491.26; ii) Centennial Fire District (Check No. 7052 through 7060) in the amount of $2,305; B) Consider approval of August 3, 2015 Work Session Minutes Council Member Roeser absent C) Consider approval of August 10, 2015 Council Meeting Minutes D) Consider approval of Resolution 15-82, Premise Permit for Charitable Gambling at Elwood’s E) Consider approval of Resolution 15-84, 1-4 Day Temporary On-Sale Liquor License for the Lino Lakes Lions Club Prime Rib Dinner F) Consider approval of Application for Exempt Permit for Lawful Gambling Conducted by Knights of Columbus #9905 G) Consider approval of August 10, 2015 Special Work Session Minutes H) Consider approval of Resolution 15-85, Tobacco License for Northway Tobacco 2 Inc. Council Agenda -2- August 24, 2015 Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Consent Agenda Items 1A, 1C, 1D, 1E, 1F, IG, IH, as presented, was adopted Motion by Roeser, seconded by Kusterman, to approve Consent Agenda Item 1B, as presented, was adopted; Council Member Roeser abstained 2. FINANCE DEPARTMENT REPORT A) Consider Resolution 15-83, Authorizing the Issuance of the 2015B Certificates of Indebtedness, Jeff Karlson Action Taken: Motion by Roeser, seconded by Kusterman, to approve Resolution No. 15-83 as presented, was adopted 3. ADMINISTRATION DEPARTMENT REPORT No report 4. PUBLIC SAFETY DEPARTMENT REPORT A) Consider hiring Paid On -Call Firefighter, John Swenson Action Taken: Motion by Kusterman, seconded by Roeser, to approve the hiring of Brooke Jacobson as presented, was adopted B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) Consider 2nd reading of Ordinance No. 07-15 rezoning certain properties along Lake Drive from R-1, Single Family Residential and R -1X, Single Family Executive Residential to R, Rural, Katie Larsen *Council may vote to dispense with full reading of ordinance * Roll call vote is required for adoption of the ordinance Action Taken: Motion by Rafferty, seconded by Stoesz, to approve the 2"d reading and adoption of Ordinance No. 07-15 as presented, was adopted: Yeas, 5; Nays none B) NorthPointe 3rd Addition, Katie Larsen i. Consider Resolution No. 15-86 Approving Final Plat ii. Consider Resolution No. 15-87 Approving Development Agreement Action Taken: Motion by Rafferty, seconded by Sotesz, to approve Resolution 15-86 as presented, was adopted: Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Resolution 15-87 with staff recommendations to change the Development Agreement, Section 18 to read: The final Certificate of Occupancy will not be issued until utilities are in, was adopted Council Agenda -3- August 24, 2015 C) Consider Resolution No. 15-88, Approving Declaration of Restrictions and Covenants for Project -Specific Wetland Replacement, Birch Street Turn Lane and Utility Improvements, Michael Grochala Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Resolution No. 15-88 as presented, was adopted D) Consider Resolution No. 15-89, Accepting Quote for Culvert Replacement along Bald Eagle Boulevard and Rolling Hills Drive, Diane Hankee Action Taken: Motion by Rafferty, seconded by Stoesz, to approve Resolution No. 15-89 as presented, was adopted 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Following adjournment of the regular meeting, the council will reconvene to a special work session to review the 2016 preliminary budget Community Calendar — A Look Ahead August 24, 2015 through September 14, 2015 Wednesday, August 26 6:30 pm, Council Chambers Environmental Board big- Thursday, September 3 8:00 am, Community Room EDAC 4- Tuesday, September 8 6:00 pm, Community Room Council Work Session 44- Tuesday, September 8 6:30 pm, Council Chambers Park Board 4- Monday, September 14 6:30 pm, Council Chambers City Council Meeting Updated 8/21/2015 CITY COUNCIL AGENDA Monday, August 24, 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. Recycling Program Update, Marty Asleson 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) August 24, 2015 (Check No. 101958 through 102070) in the amount of $1,007,491.26; ii) Centennial Fire District (Check No. 7052 through 7060) in the amount of $2,305; B) Consider approval of August 3, 2015 Work Session Minutes Council Member Roeser absent C) Consider approval of August 10, 2015 Council Meeting Minutes D) Consider approval of Resolution 15-82, Premise Permit for Charitable Gambling at Elwood's E) Consider approval of Resolution 15-84, 1-4 Day Temporary On -Sale Liquor License for the Lino Lakes Lions Club Prime Rib Dinner F) Consider approval of Application for Exempt Permit for Lawful Gambling Conducted by Knights of Columbus #9905 G) Consider approval of August 10, 2015 Special Work Session Minutes H) Consider approval of Resolution 15-85, Tobacco License for Northway Tobacco 2 Inc. Council Agenda -2- August 24, 2015 2. FINANCE DEPARTMENT REPORT A) Consider Resolution 15-83, Authorizing the Issuance of the 2015B Certificates of Indebtedness, Jeff Karlson 3. ADMINISTRATION DEPARTMENT REPORT No report 4. PUBLIC SAFETY DEPARTMENT REPORT A) Consider hiring Paid On -Call Firefighter, John Swenson B) Public Safety Department Update, John Swenson 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) Consider 2nd reading of Ordinance No. 07-15 rezoning certain properties along Lake Drive from R-1, Single Family Residential and R -1X, Single Family Executive Residential to R, Rural, Katie Larsen *Council may vote to dispense with full reading of ordinance * Roll call vote is required for adoption of the ordinance B) NorthPointe 3rd Addition, Katie Larsen i. Consider Resolution No. 15-86 Approving Final Plat ii. Consider Resolution No. 15-87 Approving Development Agreement C) Consider Resolution No. 15-88, Approving Declaration of Restrictions and Covenants for Project -Specific Wetland Replacement, Birch Street Turn Lane and Utility Improvements, Michael Grochala D) Consider Resolution No. 15-89, Accepting Quote for Culvert Replacement along Bald Eagle Boulevard and Rolling Hills Drive, Diane Hankee 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Following adjournment of the regular meeting, the council will reconvene to a special work session to review the 2016 preliminary budget Community Calendar — A Look Ahead August 24, 2015 through September 14, 2015 4- Wednesday, August 26 6:30 pm, Council Chambers Environmental Board ^+ Thursday, September 3 8:00 am, Community Room EDAC .4- Tuesday, September 8 6:00 pm, Community Room Council Work Session 4- Tuesday, September 8 6:30 pm, Council Chambers Park Board +- Monday, September 14 6:30 pm, Council Chambers City Council Meeting WS — Item #1 WORK SESSION STAFF REPORT Work Session Item No. 1 Date: August 24, 2015 To: City Council From: Marty Asleson Re: Mattress and Furniture Recycling Background In 2014 the City began offering mattress recycling as part of our monthly recycle day. This service began with an initial per mattress cost of $15.00 which was the cost charged at the recycling plant. This service was expanded in 2015, as part of a Recycling Enhancement Grant from Anoka County, to include furniture. The fee remained the same. A sea crate was obtained as part of the grant to facilitate the storage of mattresses and furniture and also have a means for our recycling vender to transport the materials to the recycling plant. We were getting a reasonable volume of materials. In April, following council direction, the service was provided free of charge for Lino Lakes residents. While this program has been a great success in terms of increased recycling volumes the costs have greatly increased from a few hundred dollars to several thousand dollars. If the program is continued free of charge our mattress and furniture recycling costs will exceed our budget and grant reimbursement amount. Accordingly, staff is recommending reestablishment of a fee for this service. The fee will be commiserate with our vender costs. This is estimated to be approximately $20 per item. If a charge is going to be added staff would like to have this noticed in our next recycling day advertisements. Alternatively the service can be discontinued. Requested Council Direction Staff is requesting Council approval to charge an onsite drop-off recycling fee for mattresses and furniture. Expenditures August 24, 2015 Check #101958 to #102070 $1,007,491.26 Accounts Payable Checks by Date - Detail by Vendor Number User: tracy.thotna Printed: 8/18/2015 4:04 PM Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 101962 100 Bureau Of Crim. Apprehension 08/12/2015 8/7/2015 Firefighter Fingerprint Background Check B. Jac 34.75 Total for Check Number 101962: Total for Vendor 100 (Bureau Of Crim. Apprehension): 101972 11 Ace Solid Waste, Inc. 1022044 Trash & Recycle 1022044 Trash & Recycle 1022044 Trash & Recycle 1022044 Trash & Recycle 08/24/2015 Total for Check Number 101972: Total for Vendor 11 (Ace Solid Waste, Inc.): 0.00 0.00 0.00 0.00 34.75 34.75 156.47 199.90 244.47 293.64 894.48 894.48 101988 115 Centennial Utilities 08/24/2015 July 2015 Natural Gas -600 Town Ctr Pkwy 100 674.22 July 2015 Natural Gas -7204 Lake Dr 130 19.96 July 2015 Natural Gas -6918 Sunrise 120 27.91 July 2015 Natural Gas -Sunrise 110 19.96 July 2015 Natural Gas -6811 Lake Drive 140 29.29 Total for Check Number 101988: Total for Vendor 115 (Centennial Utilities): 0.00 771.34 0.00 771.34 101989 116 CenterPoint Energy 08/24/2015 July 2015 Natural Gas -6300 Laurene Ave 109 20.05 July 2015 Natural Gas -1189 Main St. 103 31.51 July 2015 Natural Gas -1189 Main St. 104 21.00 July 2015 Natural Gas -6786 Clearwater Ck 105 25.18 July 2015 Natural Gas -6666 Black Duck Dr 108 29.55 July 2015 Natural Gas -2200 E. Cedar St. 110 18.36 July 2015 Natural Gas -1473 Snow Goose Tr 111 51.93 July 2015 Natural Gas -1179 Main St. 101 19.49 July 2015 Natural Gas -1180 Birch St. 100 15.00 July 2015 Natural Gas -I187 Main St. 102 47.56 July 2015 Natural Gas -6774 Black Duck Dr 107 15.00 July 2015 Natural Gas -6520 Pheasant Run 106 15.00 Total for Check Number 101989: Total for Vendor 116 (CenterPoint Energy): 0.00 309.63 0.00 309.63 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 1 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 101990 118 Central Wood Products 08/24/2015 64713 Rec-Step Cert. Playground, Premium Hardwood 1,710.00 Total for Check Number 101990: 0.00 1,710.00 Total for Vendor 118 (Central Wood Products): 0.00 1,710.00 101991 121 CenturyLink 08/24/2015 8/10/2015 Signal Phone 53.10 Total for Check Number 101991: 0.00 53.10 Total for Vendor 121 (CenturyLink): 0.00 53.10 101992 122 CES Imaging 08/24/2015 INV021885 July Plotter/Scanner Maintenance 80.00 Total for Check Number 101992: 0.00 80.00 Total for Vendor 122 (CES Imaging): 0.00 80.00 101994 129 City of Blaine 08/24/2015 4612 2nd Qtr Blaine Water Used in Lino 617.49 4612 2nd Qtr Blaine Water Used in Lino 1,385.70 4612 2nd Qtr Blaine Water Used in Lino 46.11 Total for Check Number 101994: 0.00 2,049.30 Total for Vendor 129 (City of Blaine): 0.00 2,049.30 101995 133 City of Hugo 08/24/2015 7/31/2015 Building Department Inspections 516.46 Total for Check Number 101995: 0.00 516.46 Total for Vendor 133 (City of Hugo): 0.00 516.46 101996 137 City of Shoreview 08/24/2015 5593 Puppet Wagon Performances 570.00 Total for Check Number 101996: 0.00 570.00 101959 14 Total for Vendor 137 (City of Shoreview): 0.00 570.00 AFSCME Council 45 08/12/2015 PR Batch 00002.08.2015 Union Dues AFSCME PR Batch 00002.08.2015 Unic 741.70 Total for Check Number 101959: Total for Vendor 14 (AFSCME Council 45): 0.00 741.70 0.00 741.70 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 2 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 101997 143 CNH Architects 08/24/2015 10172 Architectural Design Fire House #2 5,181.16 Total for Check Number 101997: 0.00 5,181.16 Total for Vendor 143 (CNH Architects): 0.00 5,181.16 101998 146 Como Lube & Supplies, Inc. 08/24/2015 583615 Transmission Fluid 766.45 Total for Check Number 101998: 0.00 766.45 Total for Vendor 146 (Como Lube & Supplies, Inc.): 0.00 766.45 101999 149 Connexus Energy 08/24/2015 July 2015 Electric 1,334.36 July 2015 Electric 20.00 July 2015 Electric 68.42 July 2015 Electric 485.10 July 2015 Electric 992.99 July 2015 Electric 1,944.15 Total for Check Number 101999: Total for Vendor 149 (Connexus Energy): 102000 162 Curtis 1000 Inc. 4288729 #I0 Window Envelopes for Utility Billing 4288729 #10 Window Envelopes for Utility Billing 4290525 #9 Envelopes for Utility Billing 4290525 #9 Envelopes for Utility Billing 08/24/2015 0.00 4,845.02 0.00 4,845.02 389.37 389.38 344.66 344.65 Total for Check Number 102000: 0.00 1,468.06 Total for Vendor 162 (Curtis 1000 Inc.): 0.00 1,468.06 102001 167 Dalco, Inc. 08/24/2015 2915008 Side Brush Belt for Floor Sweeper 32.40 Total for Check Number 102001: 0.00 32.40 Total for Vendor 167 (Dalco, Inc.): 0.00 32.40 102002 179 Diamond Vogel Paints, Inc. 08/24/2015 807060435 White Paint 919.00 Total for Check Number 102002: 0.00 919.00 102004 187 0108435 -IN 0108444 -IN Total for Vendor 179 (Diamond Vogel Paints, Inc.): 0.00 919.00 Earl F. Andersen 9" Name Plates 9" Name Plates w/ Logo 08/24/2015 88.10 205.25 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 3 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount Total for Check Number 102004: Total for Vendor 187 (Earl F. Andersen): 102005 193 Emergency Automotive Tech. 12161 Squad 396 23696 Offset by Credit Memo 23696CM 23696CM Offset to Invoice 23696 MS080715-2 New Squad Installation of Radio, Radar and Vide 102006 204 41-385490 08/24/2015 Total for Check Number 102005: 0.00 293.35 0.00 293.35 10,463.42 85.00 -85.00 787.32 0.00 11,250.74 Total for Vendor 193 (Emergency Automotive Tech.): 0.00 11,250.74 Factory Motor Parts Company 08/24/2015 #209 Hub Brg 153.65 Total for Check Number 102006: 0.00 153.65 Total for Vendor 204 (Factory Motor Parts Company): 0.00 153.65 102007 209 Fastenal Company 08/24/2015 MNTC3148756 Fasteners 108.47 Total for Check Number 102007: 0.00 108.47 Total for Vendor 209 (Fastenal Company): 0.00 108.47 102008 213 Mike Finn 08/24/2015 7/29/2015Refund Coach Refund 35.00 Total for Check Number 102008: 0.00 35.00 Total for Vendor 213 (Mike Finn): 0.00 35.00 102009 225 Frattallone's/Circle Pines Ace 08/24/2015 052976/G Cable Ties 7.99 053089/G Braided Nylon Line, Ace Spike Nail 30.98 Total for Check Number 102009: Total for Vendor 225 (Frattallone's/Circle Pines Ace): 102011 233 Geck, Duea & Olson, PLLC 15430 Legal -Prosecution Contract 15431 Legal -Forfeitures 08/24/2015 Total for Check Number 102011: Total for Vendor 233 (Geck, Duea & Olson, PLLC): 0.00 38.97 0.00 38.97 8,250.00 339.90 0.00 8,589.90 0.00 8,589.90 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 4 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102012 244 Gopher State One -Call 08/24/2015 139468 July Tickets 602 139468 July Tickets 601 328.10 328.10 Total for Check Number 102012: 0.00 656.20 Total for Vendor 244 (Gopher State One -Call): 0.00 656.20 102014 271 Hawkins, Inc. 08/24/2015 3756871 Chlorine Cylinders 20.00 Total for Check Number 102014: 0.00 20.00 Total for Vendor 271 (Hawkins, Inc.): 0.00 20.00 101974 29 Ameripride Services, Inc. 08/24/2015 1003199576 Mats 134.96 Total for Check Number 101974: 0.00 134.96 102015 310 52436 101964 312 Total for Vendor 29 (Ameripride Services, Inc.): 0.00 134.96 Hydro-Klean LLC Televise Sanitary Truss Pipe 08/24/2015 520.90 Total for Check Number 102015: 0.00 520.90 Total for Vendor 310 (Hydro-Klean LLC): 0.00 520.90 International Union 08/12/2015 PR Batch 00002.08.2015 Union Dues 49ers PR Batch 00002.08.2015 Uni< 502.50 Total for Check Number 101964: 0.00 502.50 Total for Vendor 312 (International Union): 0.00 502.50 102018 314 Intoxirneters, Inc. 08/24/2015 505398 ASIV 575.00 Total for Check Number 102018: 0.00 575.00 Total for Vendor 314 (Intoximeters, Inc.): 0.00 575.00 102019 319 Jani-King Of Minnesota, Inc. 08/24/2015 MIN08150034 August Monthly Contract 2,936.00 MIN08150035 August Monthly Contract 455.00 Total for Check Number 102019: 0.00 3,391.00 Total for Vendor 319 (Jani-King Of Minnesota, Inc.): 0.00 3,391.00 102023 336 KEEPRS 08/24/2015 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 5 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 279995 Uniform Allowance -V. Klossner 35.48 102025 339 Ren No 7 102026 360 2014-00231 102027 360 8/13/2015 Total for Check Number 102023: 0.00 35.48 Total for Vendor 336 (KEEPRS): 0.00 35.48 Keys Well Drilling Company 08/24/2015 Construction of Well #6 24,595.50 Total for Check Number 102025: 0.00 24,595.50 Total for Vendor 339 (Keys Well Drilling Company): 0.00 24,595.50 Lang Builders, Inc. 08/24/2015 Escrow Release 6594 Joyer Lane 2,450.00 Total for Check Number 102026: 0.00 2,450.00 Lang Builders, Inc. 08/24/2015 Refund State Surcharge Overpayment 4.00 Total for Check Number 102027: 0.00 4.00 Total for Vendor 360 (Lang Builders, Inc.): 0.00 2,454.00 102028 362 Katie Larsen 08/24/2015 8/6/2015 Mileage/Parking Rush Line Corridor TAC Meeti 30.00 102029 363 145559 101965 365 Laser Technology Inc. UltraLyte LR B Total for Check Number 102028: 0.00 30.00 Total for Vendor 362 (Katie Larsen): 0.00 30.00 08/24/2015 2,595.00 Total for Check Number 102029: 0.00 2,595.00 Total for Vendor 363 (Laser Technology Inc.): 0.00 2,595.00 Law Enforcement Labor Services 08/12/2015 PR Batch 00002.08.2015 Union Dues LELS PR Batch 00002.08.2015 Unic 1,081.00 Total for Check Number 101965: Total for Vendor 365 (Law Enforcement Labor Services): 0.00 1,081.00 0.00 1,081.00 102030 377 Life Safety Systems Inc. 08/24/2015 68110 Inspection 7/24/15 695.00 Total for Check Number 102030: Total for Vendor 377 (Life Safety Systems Inc.): 0.00 695.00 0.00 695.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 6 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102031 399 Mansfield Oil Company 681325 500 Clean 365 B10 Dy Dyed 681328 2,000 87 Unl w/ 10%eth 08/24/2015 Total for Check Number 102031: Total for Vendor 399 (Mansfield Oil Company): 102032 404 Martin -McAllister 9911 Public Safety Assessment T. Sax 9911 Public Safety Assessment S. Mooney 08/24/2015 1,052.66 4,297.82 0.00 5,350.48 0.00 5,350.48 450.00 450.00 Total for Check Number 102032: 0.00 900.00 Total for Vendor 404 (Martin -McAllister): 0.00 900.00 102033 418 Menards 08/24/2015 97530 Tubing for Jetter 13.02 Total for Check Number 102033: 0.00 13.02 Total for Vendor 418 (Menards): 0.00 13.02 101975 42 Anoka Co, Property Records Tax 7/31/2015 Easement Encroachment -6602 Pheasant Run 7/31/2015 Easement Encroachment -6285 Coyote Trail 7/31/2015 Easement Encroachment -6485 Killdeer Dr 7/31/2015 Easement Encroachment -2206 Tart Lake Rd 7/31/2015 Permanent Easement -Birch St Turn Lane 7/31/2015 Vacation of Drainage & Utility Easement-Turnbf 7/31/2015 Easement Encroachment -6687 Black Duck Dr 7/31/2015 Temp Construction Easement -Birch St Turn Lan, 102034 420 July 2015 July 2015 102035 421 INV314964 08/24/2015 Total for Check Number 101975: Total for Vendor 42 (Anoka Co. Property Records Tax): Metro Council Env. Services July 2015 SAC July 2015 SAC 08/24/2015 Total for Check Number 102034: Total for Vendor 420 (Metro Council Env. Services): 0.00 0.00 0.00 0.00 Metro Sales Incorporated 08/24/2015 Copier Maintenance Contract Ricoh 4001 SP Total for Check Number 102035: 0.00 Total for Vendor 421 (Metro Sales Incorporated): 0.00 46.00 46.00 46.00 46.00 46.00 46.00 46.00 46.00 368.00 368.00 -248.50 24,850.00 24,601.50 24,601.50 98.00 98.00 98.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 7 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102036 423 0001047513 Metropolitan Council 08/24/2015 September Waste Water Services Total for Check Number 102036: 0.00 Total for Vendor 423 (Metropolitan Council): 0.00 101976 44 Anoka Co. Treasury Department B150804L Sept Broadband H150729G 2nd Qtr Signal Maintenance 102037 489 7/30/2015 101977 50 Req No 3 Req No 4 102038 509 1517-252082 1517-252269 08/24/2015 Total for Check Number 101976: 0.00 Total for Vendor 44 (Anoka Co. Treasury Department): 0.00 Peter Noll 08/24/2015 K9 Food Total for Check Number 102037: 0.00 Total for Vendor 489 (Peter Noll): 0.00 Amt Construction, Inc. 08/24/2015 Street Reconstruction Project Street Reconstruction Project Total for Check Number 101977: Total for Vendor 50 (Arlt Construction, Inc.): O'Reilly Automotive Stores Stock Disconnect Stock Oil, Fuel Filters 08/24/2015 Total for Check Number 102038: Total for Vendor 509 (O'Reilly Automotive Stores): 62,637.33 62,637.33 62,637.33 150.00 902.20 1,052.20 1,052.20 129.60 129.60 129.60 274,666.74 193,262.02 0.00 467,928.76 0.00 467,928.76 0.00 0.00 102039 510 Otis Concessions 08/24/2015 2011-02-193 Blue Heron Days Supplies Total for Check Number 102039: 0.00 Total for Vendor 510 (Otis Concessions): 0.00 102040 511 Otter Lake Animal Care Center 08/24/2015 160655 Impound & Boarding Total for Check Number 102040: 0.00 Total for Vendor 511 (Otter Lake Animal Care Center): 0.00 2.99 106.85 109.84 109.84 375.00 375.00 375.00 179.00 179.00 179.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 8 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102041 522 Performance Plus LLC 08/24/2015 4113 Pre-employment Screen S. Mooney 245.00 Total for Check Number 102041: 0.00 245.00 Total for Vendor 522 (Performance Plus LLC): 0.00 245.00 102043 534 Pitney Bowes, Inc. 08/24/2015 5502775455 Postage Machine Ink Cartridge 87.54 Total for Check Number 102043: 0.00 87.54 Total for Vendor 534 (Pitney Bowes, Inc.): 0.00 87.54 102044 545 Polar Chevrolet & Mazda 08/24/2015 76257 #203 Install & Program TCM 224.16 Total for Check Number 102044: 0.00 224.16 Total for Vendor 545 (Polar Chevrolet & Mazda): 0.00 224.16 101978 55 Auto Nation Ford White Bear Lk 08/24/2015 3477909 #386 Latch 89.78 Total for Check Number 101978: 0.00 89.78 Total for Vendor 55 (Auto Nation Ford White Bear Lk): 0.00 89.78 102045 550 Power Plan OIB 08/24/2015 P01430 #142 Belt & Knife 371.48 Total for Check Number 102045: 0.00 371.48 Total for Vendor 550 (Power Plan OIB): 0.00 371.48 102046 552 Press Publications, Inc. 08/24/2015 479380 Ord 03-15 Turnberry Crossing 59.08 480351 Hearing Morel] Borrow Pit CUP 33.76 481034 Ord 04-15 46.42 481035 Ord 05-15 46.42 482245 Ad PT Building Inspector 77.00 Total for Check Number 102046: 0.00 262.68 Total for Vendor 552 (Press Publications, Inc.): 0.00 262.68 102047 557 Q3 Contracting 08/24/2015 7/28/2015 Blue Heron Days Equipment 650.00 Total for Check Number 102047: 0.00 650.00 Total for Vendor 557 (Q3 Contracting): 0.00 650.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 9 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102048 571 Republic Services #894 08/24/2015 0894-003870717 Organic Recycling 179.61 Total for Check Number 102048: 0.00 179.61 101970 576 7/28/2015 102049 586 7/28/2015 102050 588 R002195866 Total for Vendor 571 (Republic Services #894): 0.00 179.61 River City Rhythm 08/12/2015 Blue Heron Days Performer 1,000.00 Total for Check Number 101970: 0.00 1,000.00 Total for Vendor 576 (River City Rhythm): 0.00 1,000.00 Carl A. Saarion 08/24/2015 Contract Sports Official 476.44 Total for Check Number 102049: 0.00 476.44 Total for Vendor 586 (Carl A. Saarion): 0.00 476.44 Safety Kleen Corporation, Inc. 08/24/2015 Solvent 45.84 Total for Check Number 102050: 0.00 45.84 Total for Vendor 588 (Safety Kleen Corporation, Inc.): 0.00 45.84 102052 627 Springbrook Software 08/24/2015 1945 SaaS Implementation 2nd Milestone 15,272.50 Total for Check Number 102052: 0.00 15,272.50 Total for Vendor 627 (Springbrook Software): 0.00 15,272.50 102053 628 Springsted, Inc. 08/24/2015 1 Lease Rev Bond Series 2015 Services 33,781.13 Total for Check Number 102053: 0.00 33,781.13 Total for Vendor 628 (Springsted, Inc.): 0.00 33,781.13 101979 63 Bald Eagle Builders 08/24/2015 2014-00063 Escrow Release -6491 Vaughan Ct 2,450.00 Total for Check Number 101979: 0.00 2,450.00 Total for Vendor 63 (Bald Eagle Builders): 0.00 2,450.00 102054 633 Stantec Consulting Services 08/24/2015 942466 July Well #6 2,671.25 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 10 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 942469 July Pump House #6 5,762.13 Total for Check Number 102054: Total for Vendor 633 (Stantec Consulting Services): 102055 645 Streicher's, Inc. I1163428 Uniform Allowance -P. Noll I1163453 Uniform Allowance -P. Noll I1163864 Uniform Allowance -A. Halverson 08/24/2015 0.00 8,433.38 0.00 8,433.38 47.97 32.99 244.98 Total for Check Number 102055: 0.00 325.94 Total for Vendor 645 (Streicher's, Inc.): 0.00 325.94 102056 655 TASC - Client Invoices 08/24/2015 IN591236 July Admin Fee 95.03 Total for Check Number 102056: 0.00 95.03 Total for Vendor 655 (TASC - Client Invoices): 0.00 95.03 102057 656 TDS Metrocom MN 08/24/2015 8/13/2015 Phone Service 36.31 8/13/2015 Phone Service 223.13 Total for Check Number 102057: 0.00 259.44 Total for Vendor 656 (TDS Metrocom MN): 0.00 259.44 102059 671 Trans Union LLC 08/24/2015 07511404 Background Check 12.30 07511404 Background Check 24.60 101981 68 8/12/2015 102060 680 363I3484 Total for Check Number 102059: 0.00 36.90 Total for Vendor 671 (Trans Union LLC): 0.00 36.90 Julie Bartell 08/24/2015 MCFOA Regional Meeting Fee 15.00 Total for Check Number 101981: 0.00 15.00 Total for Vendor 68 (Julie Bartell): 0.00 15.00 Twin Cities Occupational 08/24/2015 Pre-employment Screens 135.00 Total for Check Number 102060: 0.00 135.00 Total for Vendor 680 (Twin Cities Occupational): 0.00 135.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 11 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102062 685 Tyler Technologies, Inc. 025-123708 UB Software Maintenance July & Aug 025-123708 UB Software Maintenance July & Aug 025-131082 UB Software Maintenance Sept, Oct, Nov 025-131082 UB Software Maintenance Sept, Oct, Nov 102063 686 4034186 08/24/2015 Total for Check Number 102062: 0.00 Total for Vendor 685 (Tyler Technologies, Inc.): 0.00 U.S. Bank 08/24/2015 GO Improvement Bonds 20I3A Total for Check Number 102063: 0.00 Total for Vendor 686 (U.S. Bank): 0.00 322.63 322.62 483.61 483.61 1,612.47 1,612.47 425.00 425.00 425.00 102064 687 U.S. Bank 08/24/2015 8/6/2015 Concession Stands.com/Corn Roast Supplies 191.20 8/6/2015 Equipment Distributors/Extensions for the Hoist: 103.69 8/6/2015 Olson's/Ice & Propane for Corn Roast 104.00 8/6/2015 Home Depot/Surveyors Flag Tape, Bit Drive Set 15.91 8/6/2015 Holiday Inn/FBI NA Training 284.70 8/6/2015 Target/Corn Roast Supplies 29.99 8/6/2015 Verizon Wireless 28.34 8/6/2015 Frattallones/Flag Brackets 28.89 8/6/2015 Atlas/Schedule Program 104.00 8/6/2015 Verizon Wireless 19.72 8/6/2015 Menards/Corn Roaster and Mats 101.74 8/6/2015 Frattallones/Small Tools for Trucks 84.39 8/6/2015 Broadway Party Rental/Stage for Corn Roast Ba: 261.25 8/6/2015 Mechanix Gear/Ratcheting Wrenches 229.99 8/6/2015 GFOA/Cert. of Achievement for Excellence in F 435.00 8/6/2015 Crown Trophy/Blue Heron Days Supplies 37.49 8/6/2015 Amazon/Oil Filter Wrenches 25.28 8/6/2015 Target/Program Supplies 2.99 8/6/2015 Target/Playground Supplies 7.50 8/6/2015 Amazon/HP LaserJet Pro M401DNE, Cable, Tor 349.85 8/6/2015 Industry World Wide/Gasoline Pump Breakaway 7.99 8/6/2015 Verizon Wireless 199.18 8/6/2015 Image Printing/Labels for Corn Roast Banners 78.34 8/6/2015 Michaels/Art Camp Supplies 52.89 8/6/2015 Walmart/Art Camp Supplies 20.45 8/6/2015 Menards/Pail, Lid, 8x10 Standard Duty Tar 22.54 8/6/2015 Target/Program Supplies 11.86 8/6/2015 TLO/Account Balance 39.75 8/6/2015 Verizon Wireless 159.49 8/6/2015 Target/Playground Supplies 7.48 8/6/2015 Menards/Corn Roast Supplies 13.99 8/6/2015 Walmart/Nite to Unite Car Wash Supplies 34.02 8/6/2015 Michael's/Art Camp Supplies 71.43 8/6/2015 Home Depot/Quick-Mix 11.98 8/6/2015 Walmart/Playground Supplies 2.00 8/6/2015 Target/Return Playground Supplies -22.95 8/6/2015 Intoximeters/AS FST (F140-01) 3A STD BRAC. 1,660.00 8/6/2015 CDW/Power Supply for Squad Tablet 129.32 8/6/2015 Advanced Graphix/Fire Truck Graphics 4,932.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 12 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 8/6/2015 Michaels/Art Camp Supplies 22.81 8/6/2015 Walmart/Art Camp Supplies 25.37 8/6/2015 Swank Motion Pictures/Movie in the Park -Rapp; 326.00 8/6/2015 Fire Safety USA/Invoice #78978 12,560.00 8/6/2015 JRK Seed/Seminar Registration-Hoffinan, Jensei 30.00 8/6/2015 MN Continuing Legal Ed/2015 Criminal Justice 375.00 8/6/2015 Frattallones/Small Tools for Trucks 21.41 8/6/2015 Target/Basketball Camp Prizes 49.85 8/6/2015 Verizon Wireless 19.72 8/6/2015 Amazon/Gasket for 5 Gallon Diesel Safety Can 6.61 8/6/2015 Frattallones/Nylon Rope 22.34 8/6/2015 Snap-on/Screwdrivers & Screw Extractors, Bras: 213.44 8/6/2015 Target/Art Camp Supplies 17.98 8/6/2015 Target/Art Camp Supplies 122.27 8/6/2015 Image Printing/Corn Roast Supplies 6.40 8/6/2015 Frattallones/By-Pass Pruner 85.13 8/6/2015 Target/Program Supplies 7.49 8/6/2015 Mister Art/Art Camp Supplies 121.88 8/6/2015 S&S Worldwide/Playground Supplies 82.27 8/6/2015 Target/Return Playground Supplies -7.50 8/6/2015 Home Depot/Art Camp Supplies 3.15 8/6/2015 Crown Trophy/Field Trip Shirts 224.00 8/6/2015 Image Printing/Blue Heron Days Supplies 150.52 8/6/2015 Amazon/Convex Mirrors for Blindspots on Dum 26.88 8/6/2015 Big Thrill Factory/Field Trip Tickets 227.50 8/6/2015 Bill's/Non-oxy Fuel for Small Engines 16.67 8/6/2015 Fed Co-op/10 Gallons Buccaneer Plus 172.70 8/6/2015 KLCI-FM BOB 106.1/Blue Heron Days Ads 200.00 8/6/2015 Garden Center/Coin Roast Supplies 35.00 8/6/2015 Michaels/Art Camp Supplies 15.70 8/6/2015 Target/Blue Heron Days Supplies 296.00 8/6/2015 Target/Program Supplies 2.00 8/6/2015 Identisys/Service Contract for ID Card Software 472.00 8/6/2015 Home Depot/Wasp Killer, Beetle Traps 68.96 8/6/2015 Target/Candy for Corn Roast Prizes 13.06 8/6/2015 Intl Assoc of Fire Chiefs/IAFC, Great Lakes Di\ 209.00 8/6/2015 Home Depot/Torch Kit, Acid Flux Brushes, Mes 63.53 8/6/2015 Jackson-Hirsh/Laminating Supplies 117.31 8/6/2015 Verizon Wireless 19.72 8/6/2015 Bill's/Fuel Squad #386 25.00 8/6/2015 Fire Safety USA/Invoice #79199 21,770.00 8/6/2015 Home Depot/Copper Union, Solder, Flux Paste 41.88 8/6/2015 Horne Depot/Tube Cutter, Copper Couplings, Sa 24.73 8/6/2015 Aspen Mills/Breakaway Vests 685.30 8/6/2015 Verizon Wireless 218.64 8/6/2015 Amazon/Grabber Tools for Corn Roast/Blue Her 43.90 8/6/2015 MN Fire Service Cert Board/Recertification 60.00 8/6/2015 Sears/Sockets, Wrenches for Fleet Mechanics Tr 554.34 8/6/2015 Swank Motion Pictures/Movie in the Park -Little 301.00 8/6/2015 One Stop/Fuel 30.00 8/6/2015 Amazon/Docking Station for Squad Tablet 311.22 8/6/2015 Bolt Depot/Garbage Can Hardware 93.37 8/6/2015 Target/Field Trip Supplies 4.98 8/6/2015 Fire Safety USA/Invoice #80055 3,240.00 8/6/2015 Target/Soccer Garbage Bags 21.40 8/6/2015 Walmart/Corn Roast Gloves 14.85 8/6/2015 MN Chiefs of Police/Gun Permit Cards 109.90 8/6/2015 Image Printing/Blue Heron Days Supplies 44.50 8/6/2015 Image Printing/Park Board Park & Trail Plan Bo 43.83 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 13 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 8/6/2015 Verizon Wireless 706.08 8/6/2015 Target/ Playground Supplies 2.09 8/6/2015 Target/Playground Supplies 47.18 8/6/2015 North Heights Hardware/Flags 64.25 8/6/2015 Target/Art Camp Supplies 42.21 8/6/2015 MN Fire Service Cert Board/Recertification 20.00 8/6/2015 Target/Corn Roast Supplies 37.04 8/6/2015 Dell/Soundbar for Nichole's Monitor 26.94 8/6/2015 Walmart/Art Camp Supplies 42.37 8/6/2015 Image Printing/Corn Roast Banners 310.00 8/6/2015 Michaels/Art Camp Supplies 24.30 102066 692 67068 Total for Check Number 102064: Total for Vendor 687 (U.S. Bank): Untiedt's Vegetable Farm Inc. 08/24/2015 Corn Roaster Rental and Corn Total for Check Number 102066: Total for Vendor 692 (Untiedt's Vegetable Farm Inc.): 0.00 0.00 0.00 0.00 55,281.15 55,281.15 825.00 825.00 825.00 102067 693 Upper Cut Tree Service 08/24/2015 2998 Storm Damage Tree Removal 3,600.00 3003 Storm Damage Loader Work/Hauling Debris 2,537.50 3008 Storm Damage Tree Removal 2,750.00 3016 Storm Damage Loader Work/Hauling 875.00 3019 Storm Damage Tree Removal 1,995.00 102069 708 351388 Total for Check Number 102067: Total for Vendor 693 (Upper Cut Tree Service): Waldoch Sports, Inc. 08/24/2015 Tire Iron Kit, Super Tire Iron Total for Check Number 102069: Total for Vendor 708 (Waldoch Sports, Inc.): 0.00 0.00 0.00 0.00 101971 710 Walton's Hollow 08/12/2015 7/28/2015 Blue Heron Days Entertainment Total for Check Number 101971: 0.00 Total for Vendor 710 (Walton's Hollow): 0.00 11,757.50 11,757.50 52.15 52.15 52.15 436.00 436.00 436.00 101958 724 Wetland Bank Administration 08/06/2015 8/5/2015 Wetland Credit Purchase Birch St Turn Lanes & 852.89 Total for Check Number 101958: 0.00 852.89 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 14 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount Total for Vendor 724 (Wetland Bank Administration): 0.00 852.89 102070 734 Xcel Energy 08/24/2015 8/6/2015 Electric 100 7,288.47 8/6/2015 Electric 120 19.09 8/6/2015 Electric 110 328.30 Total for Check Number 102070: Total for Vendor 734 (Xcel Energy): 0.00 7,635.86 0.00 7,635.86 102020 757 Jimmy's Johnnys 08/24/2015 91223 Toilet Rental -Rice Lake Elem 180.00 91589 Toilet Rental-Behrn's Park 60.00 91590 Toilet Rental -Highland Meadows 60.00 91792 Toilet Rental -City Hall Park 60.00 91793 Toilet Rental-Marshan Park 60.00 91794 Toilet Rental -Centennial Middle School 375.00 91795 Toilet Rental -Sunrise Park 180.00 91796 Toilet Rental -Lexington Park 657.14 91797 Toilet Rental -Blue Heron School 60.00 Total for Check Number 102020: 0.00 1,692.14 Total for Vendor 757 (Jimmy's Johnnys): 0.00 1,692.14 101982 79 Richard T Berg 08/24/2015 7/31/2015 Contract Sports Ofticial 544.50 Total for Check Number 101982: 0.00 544.50 101963 796 Total for Vendor 79 (Richard T Berg): 0.00 544.50 Gregory A. Burrell 08/12/2015 PR Batch 00002.08.2015 Wage Levy -Order to D PR Batch 00002.08.2015 Wag 65.08 Total for Check Number 101963: 0.00 65.08 Total for Vendor 796 (Gregory A. Burrell): 0.00 65.08 102016 808 Ike's Plumbing & Drain Cleaning, Inc. 08/24/2015 8/13/2015Refund Refund State Surcharge Overpayment 7133 Sunr 102042 810 15-07-006 Total for Check Number 102016: Total for Vendor 808 (Ike's Plumbing & Drain Cleaning, Inc.): 4.00 0.00 4.00 0.00 4.00 Pitman Investigations LLC 08/24/2015 Background S. Cotton 1,545.90 Total for Check Number 102042: 0.00 1,545.90 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 15 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 101967 811 7/28/2015 Total for Vendor 810 (Pitman Investigations LLC): 0.00 1,545.90 MatchPoint Entertainment LLC 08/12/2015 Blue Heron Days Performer 700.00 Total for Check Number 101967: 0.00 700.00 Total for Vendor 811 (MatchPoint Entertainment LLC): 0.00 700.00 102065 817 Ultimate Safety Concepts 08/24/2015 162185 Eyeglass Holder Kit 57.50 Total for Check Number 102065: 0.00 57.50 Total for Vendor 817 (Ultimate Safety Concepts): 0.00 57.50 102010 819 Eric Gaylord 08/24/2015 7/29/2015Refund Coach Refund 30.00 Total for Check Number 102010: 0.00 30.00 Total for Vendor 819 (Eric Gaylord): 0.00 30.00 101984 84 Blue Tow Service, Inc. 08/24/2015 15-229 ICR #15-167073 Honda Accord 140.00 1800/15-220 Admin Forfeiture -Chevy S 10 P/U 140.00 Total for Check Number 101984: 0.00 280.00 Total for Vendor 84 (Blue Tow Service, Inc.): 0.00 280.00 102003 840 Dresel Contracting Inc. 08/24/2015 Req No 2 Birch St Sanitary Sewer Ext & Turn Lane 121,252.01 Total for Check Number 102003: 0.00 121,252.01 Total for Vendor 840 (Dresel Contracting Inc.): 0.00 121,252.01 101966 842 D'arcy L. Lopez 08/12/2015 7/28/2015 Blue Heron Days Artist 350.00 Total for Check Number 101966: 0.00 350.00 Total for Vendor 842 (D'arcy L. Lopez): 0.00 350.00 101969 845 Petty Cash - Brian Hronski 08/12/2015 8/6/2015 Blue Heron Days Petty Cash 2,000.00 Total for Check Number 101969: 0.00 2,000.00 Total for Vendor 845 (Petty Cash - Brian Hronski): 0.00 2,000.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 16 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 101985 85 Bluetarp Financial, Inc. 08/24/2015 18024 Voltage Tester, 4 Ton Porta Power Total for Checic Number 101985: 0.00 Total for Vendor 85 (Bluetarp Financial, Inc.): 0.00 239.98 239.98 239.98 102051 854 Spartan Promotional Group, Inc 08/24/2015 479325 Nite to Unite Wristbands 220.65 479339 Junior Firefighter Badge Decals 243.91 479340 Nite to Unite Learn About 911 Coloring Books 478.04 479341 Nite to Unite Red Fire Helmets 1,388.05 102013 855 2014-00723 2014-00724 2014-00725 Total for Check Number 102051: Total for Vendor 854 (Spartan Promotional Group, Inc): Guidance Homes, Inc. Escrow Release 6469 Ojibway Path Escrow Release 6475 Ojibway Path Escrow Release 6481 Ojibway Path 08/24/2015 Total for Check Number 102013: Total for Vendor 855 (Guidance Homes, Inc.): 0.00 0.00 0.00 0.00 102022 857 Michael G. Johnson 08/24/2015 7/31/2015 Contract Sports Official Total for Check Number 102022: 0.00 101968 858 7/28/2015 101961 859 8/5/2015 101960 860 8/11/2015 Total for Vendor 857 (Michael G. Johnson): 0.00 Minne HA HA Magazine LLC 08/12/2015 Blue Heron Days Artist Total for Check Number 101968: 0.00 2,330.65 2,330.65 4,450.00 4,450.00 4,450.00 13,350.00 13,350.00 92.00 92.00 92.00 815.00 815.00 Total for Vendor 858 (Minne HA HA Magazine LLC): 0.00 815.00 Greg Brown 08/12/2015 Blue Heron Days Vendor 150.00 Total for Check Number 101961: 0.00 150.00 Total for Vendor 859 (Greg Brown): 0.00 150.00 Board of Water & Soil Resources 08/12/2015 Wetland Credit Deposit-Wollan Park Wetland Ba 1,000.00 Total for Check Number 101960: 0.00 1,000.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 17 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount Total for Vendor 860 (Board of Water & Soil Resources): 0.00 1,000.00 101973 861 American Engineering Testing, Inc. 08/24/2015 68172 Project Testing Fire Station 16,889.80 Total for Check Number 101973: 0.00 16,889.80 Total for Vendor 861 (American Engineering Testing, Inc.): 101980 862 Banner Canvas 62200 Custom Float Cover 08/24/2015 Total for Check Number 101980: Total for Vendor 862 (Banner Canvas): 0.00 16,889.80 1,740.00 0.00 1,740.00 0.00 1,740.00 101983 863 BLINO LLC 08/24/2015 8/4/2015 Eminent Domain Proceedings -Otter Lake Rd Im: 54,125.07 101986 864 8/13/2015 Total for Check Number 101983: 0.00 54,125.07 Total for Vendor 863 (BLINO LLC): 0.00 54,125.07 Boulder Contracting LLC 08/24/2015 Refund State Surcharge Overpayment 4.00 Total for Check Number 101986: 0.00 4.00 Total for Vendor 864 (Boulder Contracting LLC): 0.00 4.00 101993 866 Chanhassen Dinner Theatre 08/24/2015 8/5/2015 Mary Poppins Senior Trip Tickets 960.45 Total for Check Number 101993: 0.00 960.45 Total for Vendor 866 (Chanhassen Dinner Theatre): 0.00 960.45 102017 867 Irnperial Homes 08/24/2015 8/13/2015Refund Refund State Surcharge Overpayment 4.00 Total for Check Number 102017: 0.00 4.00 Total for Vendor 867 (Imperial Homes): 0.00 4.00 102021 868 Christine Johnson 08/24/2015 8/10/2015 Program Refund -Withdrew 20.00 Total for Check Number 102021: Total for Vendor 868 (Christine Johnson): 0.00 20.00 0.00 20.00 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 18 Check No Vendor No Invoice No Vendor Name Description Check Date Reference Void Checks Check Amount 102024 869 Jeff Keys 8/12/2015 Hydrant Meter Refund 8/12/2015 Hydrant Meter Refund 8/12/2015 Hydrant Meter Refund 102058 870 8/13/2015 102061 871 8/10/2015 102068 872 7/29/2015 08/24/2015 Total for Check Number 102024: 0.00 Total for Vendor 869 (Jeff Keys): 0.00 Tollberg Homes LLC 08/24/2015 Refund State Surcharge Overpayment Total for Check Number 102058: 0.00 Total for Vendor 870 (Tollberg Homes LLC): 0.00 400.00 -184.50 -3.74 211.76 211.76 4.00 4.00 4.00 Twin City Exteriors Co. 08/24/2015 Refund State Surcharge Overpayment #2015-001 4.00 David Vig Coach Refund Total for Check Number 102061: 0.00 Total for Vendor 871 (Twin City Exteriors Co.): 0.00 08/24/2015 Total for Check Number 102068: 0.00 Total for Vendor 872 (David Vig): 0.00 101987 92 Boyer Trucks, Inc. 08/24/2015 982773 Transmission Filters -Snow Plow, Dump Trucks 982842 Transmission Fluid -Snow Plow, Dump Trucks Total for Check Number 101987: Total for Vendor 92 (Boyer Trucks, Inc.): Report Total (113 checks): 0.00 0.00 4.00 4.00 40.00 40.00 40.00 219.66 1,012.69 1,232.35 1,232.35 0.00 1,007,491.26 AP Checks by Date - Detail by Vendor Number (8/18/2015 4:04 PM) Page 19 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 Ring 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: 8/19/2015 8:16:34 AM last name acct 1 base amount check number description AFSCME Council #5 Law Enforcement Labor Services International Union Burrell Gregory A. Anoka Co. Property Records Tax Anoka Co. Property Records Tax Anoka Co. Property Records Tax Anoka Co. Property Records Tax Anoka Co. Property Records Tax Metro Council Env. Services Ike's Plumbing & Drain Cleaning, Inc. Lang Builders, Inc. Boulder Contracting LLC Imperial Homes Tollberg Homes LLC Metro Council Env. Services Emergency Automotive Tech. Emergency Automotive Tech. Twin City Exteriors Co. Banner Canvas Trans Union LLC Twin Cities Occupational Pitman Investigations LLC Bartell Julie Press Publications, Inc. Press Publications, Inc. Press Publications, Inc. TASC - Client Invoices U.S. Bank Geck, Duea & Olson, PLLC Geck, Duea & Olson, PLLC Larsen Katie Noll Peter 101-000-2040-000 741.70 101959 101-000-2040-000 1,081.00 101965 101-000-2040-000 502.50 101964 101-000-2040-000 65.08 101963 101-000-2081-000 46.00 101975 101-000-2081-000 46.00 101975 101-000-2081-000 46.00 101975 101-000-2081-000 46.00 101975 101-000-2081-000 46.00 101975 101-000-2120-000 24,850.00 102034 101-000-2131-000 4.00 102016 101-000-2132-000 4.00 102027 101-000-2132-000 4.00 101986 101-000-2132-000 4.00 102017 101-000-2132-000 4.00 102058 101-000-3414-000 -248.50 102034 101-000-3730-000 -85.00 102005 101-000-3730-000 85.00 102005 101-000-3730-000 4.00 102061 101-401-4900-000 1,740.00 101980 101-402-4300-000 12.30 102059 101-402-4300-000 135.00 102060 101-402-4300-000 1,545.90 102042 101-402-4330-000 15.00 101981 101-402-4340-000 46.42 102046 101-402-4340-000 77.00 102046 101-402-4340-000 46.42 102046 101-402-4410-000 95.03 102056 101-407-4452-000 435.00 102064 101-414-4303-000 8,250.00 102011 101-414-4303-000 339.90 102011 101-416-4330-000 30.00 102028 101-420-4211-000 129.60 102037 PR Batch 00002.08.2015 Union Dues AFSCME PR Batch 00002.08.2015 Union Dues LELS PR Batch 00002.08.2015 Union Dues 49ers PR Batch 00002.08.2015 Wage Levy -Order to Deduct Easement Encroachment -2206 Tart Lake Rd Easement Encroachment -6687 Black Duck Dr Easement Encroachment -6285 Coyote Trail Easement Encroachment -6602 Pheasant Run Easement Encroachment -6485 Killdeer Dr July 2015 SAC Refund State Surcharge Overpayment 7133 Sunrise Refund State Surcharge Overpayment Refund State Surcharge Overpayment Refund State Surcharge Overpayment Refund State Surcharge Overpayment July 2015 SAC Offset to Invoice 23696 Offset by Credit Menio 23696CM Refund State Surcharge Overpayment #2015-00807 Custom Float Cover Background Check Pre-employment Screens Background S. Cotton MCFOA Regional Meeting Fee Ord 04-15 Ad PT Building Inspector Ord 05-15 July Admin Fee GFOA/Cert. of Achievement for Excellence in Financial Reporting Legal -Prosecution Contract Legal -Forfeitures Mileage/Parking Rush Line Corridor TAC Meeting K9 Food AP - AP Checks by Account Number (8/19/2015) Page 1 of 8 last name acct 1 base amount check number description U.S. Bank U.S. Bank Spartan Promotional Group, Inc Spartan Promotional Group, Inc Laser Technology Inc. Intoximeters, Inc. Blue Tow Service, Inc. U.S. Bank U.S. Bank U.S. Bank KEEPRS Streicher's, Inc. Streicher's, Inc. Streicher's, Inc. Connexus Energy Metro Sales Incorporated Otter Lake Animal Care Center U.S. Bank U.S. Bank U.S. Bank Emergency Automotive Tech. 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 Martin -McAllister Martin -McAllister Performance Plus LLC Trans Union LLC U.S. Bank U.S. Bank Spartan Promotional Group, Inc Spartan Promotional Group, Inc Ultimate Safety Concepts Bureau Of Crim. Apprehension U.S. Bank City of Hugo Diamond Vogel Paints, Inc. 101-420-4211-000 34.02 102064 101-420-4211-000 109.90 102064 101-420-4214-000 478.04 102051 101-420-4214-000 220.65 102051 101-420-4240-000 2,595.00 102029 101-420-4240-000 575.00 102018 101-420-4300-000 140.00 101984 101-420-4321-000 706.08 102064 101-420-4330-000 375.00 102064 101-420-4330-000 284.70 102064 101-420-4370-000 35.48 102023 101-420-4370-000 32.99 102055 101-420-4370-000 47.97 102055 101-420-4370-000 244.98 102055 101-420-4381-000 20.00 101999 101-420-4410-000 98.00 102035 101-420-4410-000 179.00 102040 101-420-4410-000 104.00 102064 101-420-4410-000 39.75 102064 101-420-4410-000 472.00 102064 101-420-5000-000 787.32 102005 101-420-5000-000 129.32 102064 101-420-5000-000 311.22 102064 101-421-4200-000 209.00 102064 101-421-4211-000 22.54 102064 101-421-4240-000 685.30 102064 101-421-4240-000 28.89 102064 101-421-4240-000 21.41 102064 101-421-4240-000 64.25 102064 101-421-4240-000 84.39 102064 101-421-4300-000 450.00 102032 101-421-4300-000 450.00 102032 101-421-4300-000 245.00 102041 101-421-4300-000 24.60 102059 101-421-4300-000 20.00 102064 101-421-4300-000 60.00 102064 101-421-4340-000 1,388.05 102051 101-421-4340-000 243.91 102051 101-421-4370-000 57.50 102065 101-421-4410-000 34.75 101962 101-422-4321-000 19.72 102064 101-422-4410-000 516.46 101995 101-430-4223-000 919.00 102002 Walmart/Nite to Unite Car Wash Supplies MN Chiefs of Police/Gun Permit Cards Nite to Unite Learn About 911 Coloring Books Nite to Unite Wristbands UltraLyte LR B ASIV Admin Forfeiture -Chevy S 10 P/U Verizon Wireless MN Continuing Legal Ed/2015 Criminal Justice Institute Holiday Inn/FBI NA Training Uniform Allowance -V. Klossner Uniform Allowance -P. Noll Uniform Allowance -P. Noll Uniform Allowance -A. Halverson Electric Copier Maintenance Contract Ricoh 4001 SP Impound & Boarding Atlas/Schedule Program TLO/Account Balance Identisys/Service Contract for ID Card Software New Squad Installation of Radio, Radar and Video Camera CDW/Power Supply for Squad Tablet Amazon/Docking Station for Squad Tablet Intl Assoc of Fire Chiefs/IAFC, Great Lakes Division Dues Menards/Pail, Lid, 8x10 Standard Duty Tar Aspen Mills/Breakaway Vests Frattallones/Flag Brackets Frattallones/Small Tools for Trucks North Heights Hardware/Flags Frattallones/Small Tools for Trucks Public Safety Assessment T. Sax Public Safety Assessment S. Mooney Pre-employment Screen S. Mooney Background Check MN Fire Service Cert Board/Recertification MN Fire Service Cert Board/Recertification Nite to Unite Red Fire Helmets Junior Firefighter Badge Decals Eyeglass Holder Kit Firefighter Fingerprint Background Check B. Jacobson Verizon Wireless Building Department Inspections White Paint AP - AP Checks by Account Number (8/19/2015) Page 2 of 8 last name acct 1 base amount check number description Earl F. Andersen Earl F. Andersen U.S. Bank CenturyLink Connexus Energy Xcel Energy Anoka Co. Treasury Department Upper Cut Tree Service Upper Cut Tree Service Upper Cut Tree Service Mansfield Oil Company Mansfield Oil Company U.S. Bank U.S. Bank U.S. Bank Como Lube & Supplies, Inc. Factory Motor Parts Company Fastenal Company O'Reilly Automotive Stores O'Reilly Automotive Stores Auto Nation Ford White Bear Lk Power Plan OIB Safety Kleen Corporation, Inc. U.S. Bank U.S. Bank U.S. Bank Boyer Trucks, Inc. Boyer Trucks, Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Waldoch Sports, Inc. Bluetarp Financial, Inc. Polar Chevrolet & Mazda Pitney Bowes, Inc. U.S. Bank Dalco, Inc. Life Safety Systems Inc. Anoka Co. Treasury Department TDS Metrocom MN Connexus Energy 101-430-4223-000 205.25 102004 101-430-4223-000 88.10 102004 101-430-4321-000 19.72 102064 101-430-4385-000 53.10 101991 101-430-4385-000 1,334.36 101999 101-430-4385-000 328.30 102070 101-430-4410-000 902.20 101976 101-430-4410-000 875.00 102067 101-430-4410-000 3,600.00 102067 101-430-4410-000 1,995.00 102067 101-431-4212-000 4,297.82 102031 101-431-4212-000 1,052.66 102031 101-431-4212-000 30.00 102064 101-431-4212-000 16.67 102064 101-431-4212-000 25.00 102064 101-431-4221-000 766.45 101998 101-431-4221-000 153.65 102006 101-431-4221-000 108.47 102007 101-431-4221-000 106.85 102038 101-431-4221-000 2.99 102038 101-431-4221-000 89.78 101978 101-431-4221-000 371.48 102045 101-431-4221-000 45.84 102050 101-431-4221-000 7.99 102064 101-431-4221-000 26.88 102064 101-431-4221-000 6.61 102064 101-431-4221-000 219.66 101987 101-431-4221-000 1,012.69 101987 101-431-4240-000 103.69 102064 101-431-4240-000 229.99 102064 101-431-4240-000 25.28 102064 101-431-4240-000 554.34 102064 101-431-4240-000 213.44 102064 101-431-4240-000 52.15 102069 101-431-4240-000 239.98 101985 101-431-4300-000 224.16 102044 101-432-4200-000 87.54 102043 101-432-4200-000 117.31 102064 101-432-4211-000 32.40 102001 101-432-4300-000 695.00 102030 101-432-4300-000 150.00 101976 101-432-4321-000 223.13 102057 101-432-4381-000 992.99 101999 9" Name Plates w/ Logo 9" Name Plates Verizon Wireless Signal Phone Electric Electric 2nd Qtr Signal Maintenance Storm Damage Loader Work/Hauling Storm Damage Tree Removal Storm Damage Tree Removal 2,000 87 Unl w/ 10%eth 500 Clean 365 BIO Dy Dyed One Stop/Fuel Bill's/Non-oxy Fuel for Small Engines Bill's/Fuel Squad #386 Transmission Fluid #209 Hub Brg Fasteners Stock Oil, Fuel Filters Stock Disconnect #386 Latch #142 Belt & Knife Solvent Industry World Wide/Gasoline Pump Breakaway Valve Amazon/Convex Mirrors for Blindspots on Dump Trucks and Plows Amazon/Gasket for 5 Gallon Diesel Safety Can Transmission Filters -Snow Plow, Dump Trucks Transmission Fluid -Snow Plow, Dump Trucks Equipment Distributors/Extensions for the Hoists in the Shop Mechanix Gear/Ratcheting Wrenches Amazon/Oil Filter Wrenches Sears/Sockets, Wrenches for Fleet Mechanics Truck Snap-on/Screwdrivers & Screw Extractors, Brass Hamrners Tire Iron Kit, Super Tire Iron Voltage Tester, 4 Ton Porta Power #203 Install & Program TCM Postage Machine Ink Cartridge Jackson-Hirsh/Laminating Supplies Side Brush Belt for Floor Sweeper Inspection 7/24/15 Sept Broadband Phone Service Electric AP - AP Checks by Account Number (8/19/2015) Page 3 of 8 last name acct 1 base amount check number description Xcel Energy Centennial Utilities CenterPoint Energy CenterPoint Energy CenterPoint Energy Ace Solid Waste, Inc. Ace Solid Waste, Inc. Ace Solid Waste, Inc. CES Imaging Ameripride Services, Inc. Jani-King Of Minnesota, Inc. Jani-King Of Minnesota, Inc. Central Wood Products Frattallone's/Circle Pines Ace Frattallone's/Circle Pines Ace U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Connexus Energy Centennial Utilities Centennial Utilities Centennial Utilities CenterPoint Energy Ace Solid Waste, Inc. Jimmy's Johnnys Jinuny's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys Jimmy's Johnnys U.S. Bank U.S. Bank Republic Services #894 U.S. Bank Upper Cut Tree Service 101-432-4381-000 7,288.47 102070 Electric 101-432-4383-000 674.22 101988 Natural Gas -600 Town Ctr Pkwy 101-432-4383-000 31.51 101989 Natural Gas -1189 Main St. 101-432-4383-000 21.00 101989 Natural Gas -1189 Main St. 101-432-4383-000 47.56 101989 Natural Gas -1187 Main St. 101-432-4384-000 199.90 101972 Trash & Recycle 101-432-4384-000 293.64 101972 Trash & Recycle 101-432-4384-000 244.47 101972 Trash & Recycle 101-432-4410-000 80.00 101992 July Plotter/Scanner Maintenance 101-432-4410-000 134.96 101974 Mats 101-432-4410-000 2,936.00 102019 August Monthly Contract 101-432-4410-000 455.00 102019 August Monthly Contract 101-450-4211-000 1,710.00 101990 Rec-Step Cert. Playground, Premium Hardwood 101-450-4211-000 7.99 102009 Cable Ties 101-450-4211-000 30.98 102009 Braided Nylon Line, Ace Spike Nail 101-450-4211-000 85.13 102064 Frattallones/By-Pass Pruner 101-450-4211-000 172.70 102064 Fed Co-op/10 Gallons Buccaneer Plus 101-450-4211-000 93.37 102064 Bolt Depot/Garbage Can Hardware 101-450-4211-000 22.34 102064 Frattallones/Nylon Rope 101-450-4211-000 43.83 102064 Image Printing/Park Board Park & Trail Plan Books 101-450-4211-000 68.96 102064 Home Depot/Wasp Killer, Beetle Traps 101-450-4321-000 218.64 102064 Verizon Wireless 101-450-4330-000 30.00 102064 JRK Seed/Seminar Registration -Hoffman, Jensen 101-450-4381-000 68.42 101999 Electric 101-450-4383-000 29.29 101988 Natural Gas -6811 Lake Drive 101-450-4383-000 19.96 101988 Natural Gas -7204 Lake Dr 101-450-4383-000 27.91 101988 Natural Gas -6918 Sunrise 101-450-4383-000 19.49 101989 Natural Gas -1179 Main St. 101-450-4410-000 156.47 101972 Trash & Recycle 101-450-4410-000 657.14 102020 Toilet Rental -Lexington Park 101-450-4410-000 180.00 102020 Toilet Rental -Sunrise Park 101-450-4410-000 60.00 102020 Toilet Rental -Highland Meadows 101-450-4410-000 60.00 102020 Toilet Rental-Marshan Park 101-450-4410-000 180.00 102020 Toilet Rental -Rice Lake Elem 101-450-4410-000 375.00 102020 Toilet Rental -Centennial Middle School 101-450-4410-000 60.00 102020 Toilet Rental -City Hall Park 101-450-4410-000 60.00 102020 Toilet Rental -Blue Heron School 101-450-4410-000 60.00 102020 Toilet Rental-Belun's Park 101-451-4321-000 28.34 102064 Verizon Wireless 101-461-4321-000 19.72 102064 Verizon Wireless 101-462-4410-000 179.61 102048 Organic Recycling 101-462-4410-000 43.90 102064 Amazon/Grabber Tools for Corn Roast/Blue Heron Days 101-463-4410-000 2,537.50 102067 Storm Damage Loader Work/Hauling Debris AP - AP Checks by Account Number (8/19/2015) Page 4 of 8 last name acct 1 base amount check number description Upper Cut Tree Service 101-463-4410-000 2,750.00 102067 Storm Damage Tree Removal Vig David 201-000-3810-806 40.00 102068 Coach Refund Gaylord Eric 201-000-3810-806 30.00 102010 Coach Refund Finn Mike 201-000-3810-806 35.00 102008 Coach Refund Johnson Christine 201-000-3810-856 20.00 102021 Program Refund -Withdrew Johnson Michael G. 201-202-4410-839 92.00 102022 Contract Sports Official Bcrg Richard T 201-202-4410-839 544.50 101982 Contract Sports Official Saarion Carl A. 201-202-4410-839 476.44 102049 Contract Sports Official U.S. Bank 201-203-4211-816 11.86 102064 Target/Program Supplies U.S. Bank 201-203-4211-822 37.04 102064 Target/Corn Roast Supplies Untiedt's Vegetable Farm Inc. 201-203-4211-822 825.00 102066 Corn Roaster Rental and Corn U.S. Bank 201-203-4211-822 29.99 102064 Target/Corn Roast Supplies U.S. Bank 201-203-4211-822 104.00 102064 Olson's/Ice & Propane for Corn Roast U.S. Bank 201-203-4211-822 2.99 102064 Target/Program Supplies U.S. Bank 201-203-4211-822 6.40 102064 Image Printing/Corn Roast Supplies U.S. Bank 201-203-4211-822 78.34 102064 Image Printing/Labels for Corn Roast Banners U.S. Bank 201-203-4211-822 35.00 102064 Garden Center/Corn Roast Supplies U.S. Bank 201-203-4211-822 13.06 102064 Target/Candy for Corn Roast Prizes U.S. Bank 201-203-4211-822 310.00 102064 Image Printing/Corn Roast Banners U.S. Bank 201-203-4211-822 13.99 102064 Menards/Corn Roast Supplies U.S. Bank 201-203-4211-822 14.85 102064 Walmart/Corn Roast Gloves U.S. Bank 201-203-4211-822 101.74 102064 Menards/Com Roaster and Mats U.S. Bank 201-203-4211-822 191.20 102064 Concession Stands.com/Corn Roast Supplies City of Shoreview 201-203-4410-816 570.00 101996 Puppet Wagon Performances U.S. Bank 201-203-4410-822 261.25 102064 Broadway Party Rental/Stage for Corn Roast Band U.S. Bank 201-205-4211-810 82.27 102064 S&S Worldwide/Playground Supplies U.S. Bank 201-205-4211-810 -7.50 102064 Target/Return Playground Supplies U.S. Bank 201-205-4211-810 2.00 102064 Walmart/Playground Supplies U.S. Bank 201-205-4211-810 2.09 102064 Target/ Playground Supplies U.S. Bank 201-205-4211-810 47.18 102064 Target/Playground Supplies U.S. Bank 201-205-4211-810 -22.95 102064 Target/Return Playground Supplies U.S. Bank 201-205-4211-810 7.48 102064 Target/Playground Supplies U.S. Bank 201-205-4211-810 7.50 102064 Target/Playground Supplies U.S. Bank 201-205-4211-810 2.00 102064 Target/Program Supplies U.S. Bank 201-205-4211-812 52.89 102064 Michaels/Art Camp Supplies U.S. Bank 201-205-4211-812 20.45 102064 Walmart/Art Camp Supplies U.S. Bank 201-205-4211-812 17.98 102064 Target/Art Camp Supplies U.S. Bank 201-205-4211-812 3.15 102064 Home Depot/Art Camp Supplies U.S. Bank 201-205-4211-812 71.43 102064 Michael's/Art Camp Supplies U.S. Bank 201-205-4211-812 15.70 102064 Michaels/Art Camp Supplies U.S. Bank 201-205-4211-812 122.27 102064 Target/Art Camp Supplies U.S. Bank 201-205-4211-812 121.88 102064 Mister Art/Art Camp Supplies U.S. Bank 201-205-4211-812 42.37 102064 Walmart/Art Camp Supplies AP - AP Checks by Account Number (8/19/2015) Page 5 of 8 last name acct 1 base amount check number 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 Chanhassen Dinner Theatre U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank U.S. Bank Q3 Contracting River City Rhythm Otis Concessions U.S. Bank U.S. Bank Walton's Hollow MatchPoint Entertainment LLC Minne HA HA Magazine LLC Brown Greg Lopez Darcy L. Petty Cash - Brian Hronski U.S. Bank Blue Tow Service, Inc. U.S. Bank Emergency Automotive Tech. U.S. Bank U.S. Bank U.S. Bank U.S. Bank Springbrook Software U.S. Bank U.S. Bank Board of Water & Soil Resources BLINO LLC American Engineering Testing, Inc. Springsted, Inc. CNH Architects 201-205-4211-812 24.30 102064 201-205-4211-812 25.37 102064 201-205-4211-812 42.21 102064 201-205-4211-812 22.81 102064 201-205-4211-823 224.00 102064 201-205-4211-823 4.98 102064 201-205-4211-823 227.50 102064 201-205-4211-823 7.49 102064 201-205-4211-890 960.45 101993 201-205-4410-877 326.00 102064 201-205-4410-877 301.00 102064 201-207-4211-873 49.85 102064 201-208-4211-856 21.40 102064 205-497-4211-000 296.00 102064 205-497-4211-000 150.52 102064 205-497-4211-000 44.50 102064 205-497-4300-000 650.00 102047 205-497-4300-000 1,000.00 101970 205-497-4300-000 375.00 102039 205-497-4300-000 200.00 102064 205-497-4300-000 37.49 102064 205-497-4300-000 436.00 101971 205-497-4300-000 700.00 101967 205-497-4300-000 815.00 101968 205-497-4300-000 150.00 101961 205-497-4300-000 350.00 101966 205-497-4300-000 2,000.00 101969 207-420-5000-000 1,660.00 102064 208-420-4300-000 140.00 101984 336-470-6030-000 425.00 102063 402-420-5000-000 10,463.42 102005 402-421-5000-000 4,932.00 102064 402-421-5000-000 3,240.00 102064 402-421-5000-000 21,770.00 102064 402-421-5000-000 12, 560.00 102064 403-407-5000-000 15,272.50 102052 403-418-5000-000 26.94 102064 403-432-5000-000 349.85 102064 422-499-4300-000 1,000.00 101960 476-499-5140-096 54,125.07 101983 478-499-4300-000 16,889.80 101973 478-499-4300-000 33,781.13 102053 478-499-4300-000 5,181.16 101997 Michaels/Art Camp Supplies Walmart/Art Camp Supplies Target/Art Camp Supplies Michaels/Art Camp Supplies Crown Trophy/Field Trip Shirts Target/Field Trip Supplies Big Thrill Factory/Field Trip Tickets Target/Program Supplies Mary Poppins Senior Trip Tickets Swank Motion Pictures/Movie in the Park -Happy Feet Swank Motion Pictures/Movie in the Park -Little Rascals Target/Basketball Camp Prizes Target/Soccer Garbage Bags Target/Blue Heron Days Supplies Image Printing/Blue Heron Days Supplies Image Printing/Blue Heron Days Supplies Blue Heron Days Equipment Blue Heron Days Perfonner Blue Heron Days Supplies KLCI-FM BOB 106.1/Blue Heron Days Ads Crown Trophy/Blue Heron Days Supplies Blue Heron Days Entertainment Blue Heron Days Performer Blue Heron Days Artist Blue Heron Days Vendor Blue Heron Days Artist Blue Heron Days Petty Cash Intoximeters/AS FST (F140-01) 3A STD BRAC, Mouthpieces ICR #15-167073 Honda Accord GO Irnprovement Bonds 2013A Squad 396 Advanced Graphix/Fire Truck Graphics Fire Safety USA/Invoice #80055 Fire Safety USA/Invoice #79199 Fire Safety USA/Invoice #78978 SaaS Implementation 2nd Milestone Dell/Soundbar for Nichole's Monitor Amazon/HP LaserJet Pro M401DNE, Cable, Toner Wetland Credit Deposit-Wollan Park Wetland Bank Eminent Domain Proceedings -Otter Lake Rd Improvement Project Project Testing Fire Station Lease Rev Bond Series 2015 Services Architectural Design Fire House #2 AP - AP Checks by Account Number (8/19/2015) Page 6 of 8 last name acct 1 base amount check number description Stantec Consulting Services Stantec Consulting Services Keys Well Drilling Company Anoka Co. Property Records Tax Anoka Co. Property Records Tax Wetland Bank Administration Dresel Contracting Inc. Arnt Construction, Inc. Arnt Construction, Inc. City of Blaine Keys Jeff Keys Jeff Curtis 1000 Inc. Curtis 1000 Inc. U.S. Bank U.S. Bank U.S. Bank U.S. Bank Hawkins, Inc. Tyler Technologies, Inc. Tyler Technologies, Inc. TDS Metrocom MN U.S. Bank Connexus Energy City of Blaine CenterPoint Energy CenterPoint Energy CenterPoint Energy CenterPoint Energy Gopher State One -Call Curtis 1000 Inc. Curtis 1000 Inc. U.S. Bank Menards Hydro-Klean LLC Tyler Technologies, Inc. Tyler Technologies, Inc. U.S. Bank Xcel Energy Connexus Energy City of Blaine CenterPoint Energy Centennial Utilities 479-499-4304-111 2,671.25 102054 479-499-4304-112 5,762.13 102054 479-499-4400-111 24,595.50 102025 481-499-4300-000 46.00 101975 481-499-4300-000 46.00 101975 481-499-4300-000 852.89 101958 481-499-4400-000 121,252.01 102003 482-499-4400-000 193,262.02 101977 482-499-4400-000 274,666.74 101977 601-000-2140-000 46.11 101994 601-000-3714-000 -184.50 102024 601-000-3855-000 -3.74 102024 601-494-4200-000 344.65 102000 601-494-4200-000 389.37 102000 601-494-4211-000 15.91 102064 601-494-4211-000 63.53 102064 601-494-4211-000 41.88 102064 601-494-4211-000 24.73 102064 601-494-4222-000 20.00 102014 601-494-4300-000 483.61 102062 601-494-4300-000 322.63 102062 601-494-4321-000 36.31 102057 601-494-4321-000 199.18 102064 601-494-4381-000 1,944.15 101999 601-494-4382-000 617.49 101994 601-494-4383-000 25.18 101989 601-494-4383-000 15.00 101989 601-494-4383-000 15.00 101989 601-494-4383-000 15.00 101989 601-494-4410-000 328.10 102012 602-495-4200-000 344.66 102000 602-495-4200-000 389.38 102000 602-495-4211-000 11.98 102064 602-495-4211-000 13.02 102033 602-495-4300-000 520.90 102015 602-495-4300-000 483.61 102062 602-495-4300-000 322.62 102062 602-495-4321-000 159.49 102064 602-495-4381-000 19.09 102070 602-495-4381-000 485.10 101999 602-495-4382-000 1,385.70 101994 602-495-4383-000 20.05 101989 602-495-4383-000 19.96 101988 July Well #6 July Pump House #6 Construction of Well #6 Temp Construction Easement -Birch St Turn Lane Permanent Easement -Birch St Turn Lane Wetland Credit Purchase Birch St Turn Lanes & Utility Improvemt Birch St Sanitary Sewer Ext & Turn Lane Street Reconstruction Project Street Reconstruction Project 2nd Qtr Blaine Water Used in Lino Hydrant Meter Refund Hydrant Meter Refund #9 Envelopes for Utility Billing #10 Window Envelopes for Utility Billing Home Depot/Surveyors Flag Tape, Bit Drive Set Home Depot/Torch Kit, Acid Flux Brushes, Mesh Cloths Horne Depot/Copper Union, Solder, Flux Paste Horne Depot/Tube Cutter, Copper Couplings, Saw Blade Chlorine Cylinders UB Software Maintenance Sept, Oct, Nov UB Software Maintenance July & Aug Phone Service Verizon Wireless Electric 2nd Qtr Blaine Water Used in Lino Natural Gas -6786 Clearwater Ck Natural Gas -6774 Black Duck Dr Natural Gas -6520 Pheasant Run Natural Gas -1180 Birch St. July Tickets #9 Envelopes for Utility Billing #10 Window Envelopes for Utility Billing Horne Depot/Quick-Mix Tubing for Jetter Televise Sanitary Truss Pipe UB Software Maintenance Sept, Oct, Nov UB Software Maintenance July & Aug Verizon Wireless Electric Electric 2nd Qtr Blaine Water Used in Lino Natural Gas -6300 Laurene Ave Natural Gas -Sunrise AP - AP Checks by Account Number (8/19/2015) Page 7 of 8 last name acct 1 base amount check number description CenterPoint Energy CenterPoint Energy CenterPoint Energy Metropolitan Council Gopher State One -Call Anoka Co. Property Records Tax Press Publications, Inc. Press Publications, Inc. Keys Jeff Lang Builders, Inc. Bald Eagle Builders Guidance Homes, Inc. Guidance Homes, Inc. Guidance Homes, Inc. 602-495-4383-000 602-495-4383-000 602-495-4383-000 602-495-4405-000 602-495-4410-000 801-000-2300-000 801-000-2300-000 801-000-2300-000 801-000-2301-000 801-000-2318-000 801-000-2318-000 801-000-2318-000 801-000-2318-000 801-000-2318-000 18.36 101989 Natural Gas -2200 E. Cedar St. 29.55 101989 Natural Gas -6666 Black Duck Dr 51.93 101989 Natural Gas -1473 Snow Goose Tr 62,637.33 102036 September Waste Water Services 328.10 102012 July Tickets 46.00 101975 Vacation of Drainage & Utility Easement-Turnberry Crossing 59.08 102046 Ord 03-15 Turnberry Crossing 33.76 102046 Hearing Morell Borrow Pit CUP 400.00 102024 Hydrant Meter Refund 2,450.00 102026 Escrow Release 6594 Joyer Lane 2,450.00 101979 Escrow Release -6491 Vaughan Ct 4,450.00 102013 Escrow Release 6481 Ojibway Path 4,450.00 102013 Escrow Release 6475 Ojibway Path 4,450.00 102013 Escrow Release 6469 Ojibway Path 1,007,491.26 AP - AP Checks by Account Number (8/19/2015) Page 8 of 8 CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 2 Input Dates: 8/1/2015 - 8/12/2015 Aug 13, 2015 10:27AM GL Period Amount Grand Totals: 2,305.86 Report GL Period Summary GL Period Amount 08/15 2,305.86 Grand Totals: 2,305.86 Vendor number hash: 1794089 Vendor number hash - split: 1794089 Total number of invoices: 9 Total number of transactions: 9 Terms Description Invoice Amount Discount Amount Net Invoice Amount Open Terms 2,305.86 .00 2,305.86 Grand Totals: 2,305.86 .00 2,305.86 CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 1 Input Dates: 8/1/2015 - 8/12/2015 Aug 13, 2015 10:27AM Name Vendor Number Invoice Seq Type Description Invoice Date Payment Due Date Total Cost GL Account GL Period 08/12/2015 10850 ANOKA COUNTY TREASURY DEPT. ANOKA CO 10850 B15080FC 1 Invoi SEPT BROADBAND 08/12/2015 08/12/2015 187.50 801-42-2210-321 08/15 Total 10850 ANOKA COUNTY TREASURY DEPT.: 187.50 11565 ASPEN MILLS, INC ASPEN MIL 11565 168603 1 Invoi UNIFORMS -JACKETS 08/12/2015 08/12/2015 817.30 801-42-2210-218 08/15 Total 11565 ASPEN MILLS, INC: 817.30 30490 CENTERPOINT ENERGY CENTERP 30490 081215 1 Invoi STATION 2 GAS CHARGES 08/12/2015 08/12/2015 38.50 801-42-2210-380 08/15 Total 30490 CENTERPOINT ENERGY: 38.50 60050 FISDAP, INC FISDAP, IN 60050 1205F080 1 Invoi EMT EXAM 08/12/2015 08/12/2015 20.00 801-42-2240-331 08/15 Total 60050 FISDAP, INC: 20.00 70630 GREAT GARAGE DOOR CO GREAT GA 70630 169940 1 Invoi STATION 3 DOOR REPAIR 08/12/2015 08/12/2015 148.10 801-42-2210-401 08/15 Total 70630 GREAT GARAGE DOOR CO: 148.10 160050 PAETEC, INC PAETEC, I 160050 58626576 1 Invoi STATION 2 PHONES 08/12/2015 08/12/2015 157.78 801-42-2210-321 08/15 Total 160050 PAETEC, INC: 157.78 210405 UNIFORMS UNLIMITED, INC UNIFORMS 210405 250405 1 Invoi UNIFORMS 08/12/2015 08/12/2015 236.20 801-42-2210-218 08/15 Total 210405 UNIFORMS UNLIMITED, INC: 236.20 240100 XCEL ENERGY XCEL ENE 240100 081215 1 Invoi ELECTRIC STATION 2 08/12/2015 08/12/2015 571.60 801-42-2210-380 08/15 Total 240100 XCEL ENERGY: 571.60 999949 MATTHEW MONTAIN MATTHEW 999949 081215 1 Invoi EMS VOLUNTEERS INSTRUCT 08/12/2015 08/12/2015 128.88 801-42-2240-331 08/15 Total 999949 MATTHEW MONTAIN: 128.88 Total 08/12/2015: 2,305.86 8/12/2015 GL Period Summary GL Period Amount 08/15 2,305.86 Grand Totals: 2,305.86 CENTENNIAL FIRE DISTRICT Invoice Register - Edit Report Page: 1 Input Dates: 7/30/2015 - 7/30/2015 Aug 13, 2015 10:33AM Name Vendor Number Invoice Seq Type Description Invoice Date Payment Due Date Total Cost GL Account GL Period 07/30/2015 210300 US BANK US BANK 210300 073015 1 Invoi VISA-MISC REIMB BY RELIEFA 07/30/2015 07/30/2015 1,000.00 801-42-2210-495 07/15 US BANK 210300 073015 2 Invoi VISA -CHARGE CREDIT 07/30/2015 07/30/2015 55.95- 801-11500 07/15 US BANK 210300 073015 3 Invoi VISA -SALES TAX 07/30/2015 07/30/2015 .55- 801-21800 07/15 US BANK 210300 073015 4 Invoi VISA -EQUIP REPAIR 07/30/2015 07/30/2015 19.80 801-42-2210-405 07/15 US BANK 210300 073015 5 Invoi VISA -VEHICLE SUPPLIES 07/30/2015 07/30/2015 68.06 801-42-2210-213 07/15 Total 210300 US BANK: 1,031.36 Total 07/30/2015: 1,031.36 7/30/2015 GL Period Summary GL Period Amount 07/15 1,031.36 Grand Totals: 1,031.36 Grand Totals: 1,031.36 Report GL Period Summary GL Period Amount 07/15 1,031.36 Grand Totals: 1,031.36 Vendor number hash: 210300 Vendor number hash - split: 1051500 Total number of invoices: 1 Total number of transactions: 5 Terms Description Invoice Amount Discount Amount Net Invoice Amount Open Terms 1,031.36 .00 1,031.36 Grand Totals: 1,031.36 .00 1,031.36 CENTENNIAL FIRE DISTRICT Check Register - FIRE GL Page: 1 Check Issue Dates: 7/30/2015 - 7/30/2015 Aug 04, 2015 12:30PM Report Criteria: Report type: Summary GL Check Check Vendor Description Check Period Issue Date Number Number Payee Amount 07/15 07/30/2015 2015009 210300 US BANK VISA -VEHICLE SUPPLIES 1,031.36 Grand Totals: 1,031.36 M = Manual Check, V = Void Check CENTENNIAL FIRE DISTRICT Check Register - FIRE GL Page: 1 Check Issue Dates: 8/1/2015 - 8/12/2015 Aug 13, 2015 10:28AM Report Criteria: Report type: Summary GL Check Check Vendor Period Issue Date Number Number Payee Description Check Amount 08/15 08/12/2015 7052 10850 08/15 08/12/2015 7053 11565 08/15 08/12/2015 7054 30490 08/15 08/12/2015 7055 60050 08/15 08/12/2015 7056 70630 08/15 08/12/2015 7057 160050 08/15 08/12/2015 7058 210405 08/15 08/12/2015 7059 240100 08/15 08/12/2015 7060 999949 Grand Totals: ANOKA COUNTY TREASURY D ASPEN MILLS, INC CENTERPOINT ENERGY FISDAP, INC GREAT GARAGE DOOR CO PAETEC, INC UNIFORMS UNLIMITED, INC XCEL ENERGY MATTHEW MONTAIN SEPT BROADBAND UNIFORMS -JACKETS STATION 2 GAS CHARGES EMT EXAM STATION 3 DOOR REPAIR STATION 2 PHONES UNIFORMS ELECTRIC STATION 2 EMS VOLUNTEERS INSTRUCT 187.50 817.30 38.50 20.00 148.10 157.78 236.20 571.60 128.88 2,305.86 M = Manual Check, V = Void Check CITY COUNCIL WORK SESSION August 3, 2015 DRAFT DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT CITY OF LINO LAKES MINUTES : August 3, 2014 . 6:00 p.m. . 8:55 p.m. : Council Member Stoesz, Kusterman, Rafferty, and Mayor Reinert : Council Member Roeser Staff members present: City Administrator Jeff Karlson; Community Development Director Michael Grochala; Public Safety Director John Swenson; Public Services Director Rick DeGardner; Environmental Coordinator Martin Asleson; City Planner Katie Larsen; Streets and Storm Water Supervisor Tim Payne; City Clerk Julie Bartell 1. Representative Linda Runbeck and Senator Roger Chamberlain — Ms. Runbeck and Mr. Chamberlain updated the council on their work during the 2015 State Legislative Session and efforts planned for the coming year. Noted were: - License plate reader law; - grant funding for public safety (sex trafficking investigations; alert system for missing senior citizens); - Stroke protocols for emergency medical service providers; - State disaster declaration update; - Purchase of firearms on behalf of an ineligible person becoming a gross misdemeanor; Mr. Chamberlain reviewed his efforts working with cities and the League of Minnesota Cities in reorganizing how the state manages and plans for water. It puts science ahead of policy on water matters and eliminates unnecessary planning. He also noted that he worked with Anoka County Commissioner Sivarajah to get funding to redo Wargo Nature Center included the state bonding bill. Mayor Reinert noted his recent involvement with the regional water summit group. He heard about the amount of water the Metropolitan Council uses from the aquifer to treat waste water and he wonders why they couldn't just use the river water since their facilities are located on river. Council Member Stoesz noted his interest in the Governor's Task Force for Broadband and asked if the legislators have any news from that area and benefits coming to the region. Ms. Runbeck recalled funding requests this year and years past; questions remain about who will pay for improvements. There was discussion about a possible special session that may be called by the Governor relative to the fishing situation on Lake Mille Lacs. CITY COUNCIL WORK SESSION August 3, 2015 DRAFT 46 1.5. Review Well House #6 Revised Design — Community Development Director 47 Grochala noted that the council received the most recent plans for the well house with the 48 last weekly update. Staff is looking for feedback on those plans so that the project can be 49 moved forward to the bid process. The project has been downsized and looks more like 50 the residential properties in the area. 51 52 Council Member Rafferty explained his work with staff to get the best possible product 53 for this community — he's satisfied with some adjustments from the original design and 54 the results. He was also concerned about the cost and confirmed that the change will 55 help in that area. He'd prefer that the project stay away from pastel type tones. 56 57 The council discussed the possibility of an add alternate for a metal roof instead of 58 asphalt. 59 60 Stantec Consultant Kurt Johnson was present and explained the advantage of scheduling 61 construction before spring. 62 63 2. Storm Damage Policy — Council Member Rafferty noted that he requested this 64 item be added to the agenda because of the number of questions he received about the 65 city's policy after a storm. He didn't have enough information to answer those questions 66 and so it would be good for the council to better understand the city's policy. He added 67 that the work done after the storm by the city was good and he is thankful to staff. 68 69 Community Services Director DeGardner explained that every storm is unique so staff 70 really looks at each incident in that manner, to determine the need to respond. People do 71 have an expectation that the city will pick up brush after a storm and, in this case, it was 72 appropriate to do so. That does mean pulling city crews off of their regular work. There 73 are cases where that wouldn't happen. Also there needs to be a deadline when the city 74 will end pickup and he asks the council to honor that so that the crews can move back to 75 their regular work. 76 77 The mayor suggested that an individual storm approach makes sense to him. He respects 78 that staff be allowed time to deal with situations before the council must act. He 79 wonders about having something like an informational "blast" letting residents know the 80 city's response. 81 82 3. American Legion Post 566 Boat/Car/Motorcycle Show — City Administrator 83 Karlson reviewed his report outlining a request of the American Legion to host a special 84 event (boat, motorcycle and car show) on the city property adjacent to their building. 85 Staff has worked with the Legion on matters such as security and protection of the 86 community gardens. Parking on the site is a question that has arisen; he is recommending 87 parking be allowed off the site only. Community Services Director DeGardner 88 confirmed that the site will be mowed in time for an event. Mayor Reinert suggested that 89 security tape around the gardens should be sufficient; he's heard that the Legion will have 90 two individuals monitoring the show also. 2 CITY COUNCIL WORK SESSION August 3, 2015 DRAFT 91 92 Public Safety Director Swenson noted that he recommends parking off-site only; mixing 93 pedestrians and moving vehicles isn't a good idea. Mr. DeGardner said that parking on 94 77th Street (both sides) should be adequate. 95 96 4. Posting for Assistant City Administrator Position - Administrator Karlson 97 recalled that this position was reviewed and included in the budget for 2015. He is ready 98 to move forward on filling the position. He reviewed the job description and the projects 99 that would be assigned. He feels it is time to fill the position as it is very much needed. 100 101 Council Member Stoesz said he'd like to see a comparison of what this changes; what 102 will others in the Administration Division no longer be doing. 103 104 Mayor Reinert said he understands that the City Administrator is in need of help; to him 105 this is a matter of how much help. The council discussed the possibility of providing a 106 lower level human resources position. The police department explained what resources 107 they receive from the Administration Department. The council discussed the option of 108 hiring low and perhaps moving that person up to a higher level as appropriate. 109 110 Mayor Reinert said the council will be reviewing the 2016 budget next week and this is a 111 topic of discussion related to that. Council Member Kusterman said he understands the 112 need for a city the size of Lino Lakes to be properly staffed and also to have someone 113 ready to step into the administrator's duties if necessary. Council Member Stoesz said 114 he'd like the position to include some information technology duties also. 115 116 The mayor said the council will have to make a decision as they review the budget. He 117 added, regarding budget planning, that he has become aware that Anoka County is doing 118 things more creatively with their fund balance and is making more money as a result; he'd 119 like to investigate that. Mr. Karlson noted that he is preparing information for the budget 120 discussion and he added that the newly hired finance officer will be present. 121 122 5. Purchase of Fire Communication Equipment — Public Safety Director Swenson 123 reviewed his staff report. The report is informational as the council has previously 124 authorized staff to purchase fire communication equipment in 2015. The cost of the 125 equipment will be funded through the sale of bonds eventually and immediately through 126 the use of borrowing from fund reserve. He expects the cost of this element of the 127 equipment to be no more than $195,000 and he is working with others to perhaps buy 128 gross. He also noted possible future equipment purchases with the bond funds. 129 130 Mayor Reinert concurred and also gave an overview of the fire department budget, noting 131 that the city's fire budget isn't "apples to apples" with the Centennial Fire District budget 132 because the former didn't account for some line items that will be in the city budget. 133 134 6. Council Updates on Boards/Commissions — 3 CITY COUNCIL WORK SESSION August 3, 2015 DRAFT 135 Mayor Reinert recalled his attendance at the water summit meeting in Hugo. One 136 thing they discussed was giving the body voting authority; he doesn't support that concept 137 as he prefers that the individual councils retain control. The council concurred. 138 139 The Centennial Fire District Fire Steering Committee will be hiring a new chief 140 for the district. 141 142 Council Member Stoesz offered an update on his participation with the North 143 Metro Telecommunications Board. 144 145 7. Monthly Progress Report — Administrator Karlson reviewed his written report. 146 147 8. Review Regular Agenda — The council reviewed the regular agenda for the 148 council meeting of August 10, 2015. There were no changes to the agenda. 149 150 The meeting was adjourned at 8:55 p.m. 151 152 These minutes were considered, corrected and approved at the regular Council meeting held on 153 August 24, 2015. 154 155 156 157 158 Julianne Bartell, City Clerk Jeff Reinert, Mayor 159 4 COUNCIL MINUTES August 10, 2015 DRAFT 1 CITY OF LINO LAKES 2 MINUTES 3 4 DATE : August 10, 2015 5 TIME STARTED : 6:35 p.m. 6 TIME ENDED : 6:50 p.m. 7 MEMBERS PRESENT : Council Member Stoesz, Kusterman, Rafferty, 8 Roeser, and Mayor Reinert 9 MEMBERS ABSENT : none 10 11 Staff members present: City Administrator Jeff Karlson; Community Development Director Michael 12 Grochala; Chief of Police John Swenson; City Engineer Diane Hankee; City Planner Katie Larsen; 13 Public Services Director Rick DeGardner; and City Clerk Julie Bartell 14 15 PUBLIC COMMENT 16 17 No one was present to address the council regarding a matter not on the agenda. 18 19 SETTING THE AGENDA 20 21 The agenda was approved as presented. 22 23 SPECIAL PRESENTATION 24 25 Public Safety Director Swenson introduced the Police Department's newest officer, Shane Werneke. 26 Mayor Reinert gave the Oath of Police Service to Mr. Werneke and welcomed him to the department. 27 28 CONSENT AGENDA 29 30 Council Member Roeser moved to approve the Consent Agenda, Items 1A through 1E, as presented. 31 Council Member Kusterman seconded the motion. Motion carried unanimously. 32 33 ITEM ACTION 34 35 Consideration of Expenditures: 36 37 July 27, 2015 (Check No. 101895 - 38 101957, $498,668.43) Approved 39 40 July 27, 2015 Council Work Session 41 Minutes Approved 42 43 July 27, 2015 City Council Meeting 44 Minutes Approved 45 1 COUNCIL MINUTES August 10, 2015 DRAFT 46 Resolution 15-79, Approving a Special Event Permit for 47 American Legion Post 566 Approved 48 49 Resolution No. 15-80, Accepting Blue Heron Days Festival 50 Donations Approved 51 52 FINANCE DEPARTMENT REPORT 53 54 There was no report from the Finance Department. 55 56 ADMINISTRATION DEPARTMENT REPORT 57 58 There was no report from the Administration Department. 59 60 PUBLIC SAFETY DEPARTMENT REPORT 61 62 4A) Public Safety Department Update — Police Chief Swenson updated the council: 63 - New Fire Station Project — the floors are in and the facade is near completion; 64 - Staffing — a class of firefighters are currently in training and scheduled to finish on August 26; 65 the department will have 32 trained firefighters; there are eight more candidates in the hiring 66 process; 67 - Equipment — Engines were out and about for Night to Unite and will be at the Blue Heron 68 Days Parade; 69 Policies and Procedures — the department has launched new policies and begun training. 70 71 Mayor Reinert noted that fire services through the Lino Lakes Fire Department will be launched in 72 December, before the January deadline. 73 74 PUBLIC SERVICES DEPARTMENT REPORT 75 76 There was no report from the Public Services Department. 77 78 COMMUNITY DEVELOPMENT DEPARTMENT REPORT 79 80 6A) Consider Pt Reading of Ordinance No. 07-15, Rezoning certain properties along Lake 81 Drive from R-1, Single Family Residential and R -1X, Single Family Executive Residential to R, 82 Rural- City Planner Katie Larsen reviewed the written staff report. The ordinance before the council 83 provides for the rezoning of certain parcels along Lake Drive — rezoned from single family residential 84 to rural. The change was prompted by one property owner, the Staneks, who want to continue to keep 85 farm animals on their land. Staff received a request to rezone their property but the council denied 86 that in lieu of looking at the bigger picture. In studying the possibility of rezoning a larger area, staff 87 found it to be mainly rural in nature and consistent with that type of city zoning. The proposed 88 rezoning has been through a public hearing process before the Planning and Zoning Board and no 89 concerns were voiced about the change. 90 2 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 COUNCIL MINUTES August 10, 2015 DRAFT Mayor Reinert noted that this is a unique situation and one of many that make the City of Lino Lakes unique. He sees that the property owners in this area agree with the zoning change. He noted that the zoning change also helps a long established sea plane base proceed with some upgrading. Council Member Roeser moved to approve the 1St Reading of Ordinance No. 07-15 as presented. Council Member Kusterman seconded the motion. Motion carried on a voice vote. 6B) Consider Change Order No. 1, 2015 Street Reconstruction Project (Shenandoah Area) - City Engineer Hankee explained that the change order before the council would reduce the cost of the project. The change relates to a request from the contractor and staff concurs. Council Member Rafferty move dto approve Resolution No. 15-81 as presented. Council Member Stoesz seconded the motion. Motion carried on a voice vote. UNFINISHED BUSINESS There was no Unfinished Business. NEW BUSINESS There was no New Business. COMMUNITY EVENTS BLUE HERON DAYS will be held August 14 - 16. Please view the Blue Heron Days website at blueherondays.org for the schedule of events. COMMUNITY CALENDAR 4 Wednesday, August 12 4- August 14-16 4- Monday, August 24 4- Monday, August 24 Community Calendar - A Look Ahead August 10, 2015 through August 24, 2015 6:30 pm, Council Chambers Planning & Zoning Blue Heron Days 6:00 pm, Community Room 6:30 pm, Council Chambers Council Work Session City Council Meeting ADJOURN There being no further business, Council Member Kusterman moved to adjourn at 8:50 p.m. Council Member Rafferty seconded the motion. Motion carried on a voice vote. These minutes were considered and approved at the regular Council Meeting, August 24, 2015. Julianne Bartell, City Clerk 3 Jeff Reinert, Mayor CITY COUNCIL AGENDA ITEM 1D STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: August 24, 2015 TOPIC: Consider Adoption of Resolution No. 15-82, Approving a Premises Permit for the Centennial High School Football Booster's Club to conduct Charitable Gambling at Elwood's VOTE REQUIRED: Simple Majority (3/5 Vote Required) BACKGROUND An application for a Premises Permit has been submitted by the Centennial High School Football Booster's Club. The applicant is Candace Clark, Gambling Manger. The application requests permission for the Booster's to conduct charitable gambling at Elwood's located at 7997 Lake Drive. The Lino Lakes Code of Ordinances, Section 611, regulates lawful gambling in the city. The code includes eligibility requirements for organizations wishing to conduct lawful gambling. The Centennial High School Football Booster's Club is eligible because they have at least 15 members that are residents of the city. The code also requires that the Public Safety Department review and make a recommendation on premise permit applications; the Lino Lakes Public Safety Department is in the process of conducting a background investigation. The Premise Permit is contingent upon the background information on the principal applicants, Minnesota Lawful Gambling law requires that the local unit of government approve a premise permit applications before such are submitted to the Gambling Control Board for final consideration. Therefore, the City Council is being asked to consider approval of the attached resolution approving the application submitted by the Centennial High School Football Booster's Club. RECOMMENDATION Approve Resolution No. 15-82 approving a premises permit for the Centennial High School Football Booster's Club to conduct charitable gambling at Elwood's contingent on their background. CITY OF LINO LAKES RESOLUTION NO. 15-82 LOCAL APPROVAL OF A LAWFUL GAMBLING PREMISES PERMIT FOR THE CENTENNIAL HIGH SCHOOL FOOTBALL BOOSTERS CLUB WHEREAS, the Lino Lakes City Council has received a request from the Centennial High School Football Boosters Club for a lawful gambling premises permit to conduct gambling (pull tabs) at Elwood's; 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 Public Safety Department is in the process of conducting the required background investigation; and WHEREAS, the Centennial High School Football Boosters Club 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 Centennial High School Football Boosters Club for a Premise Permit for Charitable Gambling at the Elwood's contingent upon the background check. Adopted by the Council of the City of Lino Lakes this 24th day of August, 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 STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM lE Lisa Hogstad-Osterhues, Deputy City Clerk August 24, 2015 Consider Approval of Resolution No. 15-84, Application for Temporary On -Sale Liquor License for Lino Lakes Lions Club 3/5 The Lino Lakes Lions Club is planning its annual fundraising "prime rib dinner" to be held on Saturday, September 12, 2015 at St. Joseph Catholic Church, 171 Elm Street. BACKGROUND The Lions Club is requesting approval of a 1 to 4 Day Temporary On -Sale Liquor License, which is necessary to allow the group to mix and dispense liquor that will be served as part of the dinner. Staff has determined that the Lino Lakes Lions Club is eligible for the license under city regulations. The Public Service Department is in the process of conducted the required background check on the applicant. This approval is contingent on the background investigation. A copy of the application and a copy of the certificate of liquor liability insurance are on file in the city clerk's office. RECOMMENDATION Approve Resolution No. 15-84, approving a 1 to 4 Day Temporary On -Sale liquor license contingent upon the background investigation. CITY OF LINO LAKES RESOLUTION NO. 15-84 RESOLUTION APPROVING LINO LAKES LIONS CLUB APPLICATION FOR A 1- 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE APPLICATION WHEREAS, Minnesota Statutes, Chapter 340A, allows the city council to issue a temporary on -sale liquor license to a non-profit organization in connection with a social event sponsored by the licensee and held within the city limits; and WHEREAS, the Lino Lakes Lions Club has submitted an application for a temporary on -sale liquor license; and WHEREAS, the Lino Lakes Lions Club has paid the required fee for these permits, and WHEREAS, the Alcohol & Gambling Enforcement Division requires that the applications be approved by the City of Lino Lakes City Council before submitting for approval; NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the Lino Lakes City Council hereby approves the request of the Lino Lakes Lions Club for a temporary on -sale liquor license to be held at St. Joseph Catholic Church on September 12, 2015. Adopted by the Council of the City of Lino Lakes this 24th day of August, 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 STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 1F Lisa Hogstad-Osterhues, Deputy Clerk August 24, 2015 Consider Approving Application for Exempt Permit for Lawful Gambling Conducted by Knights of Columbus #9905 at St. Joseph Catholic Church 3/5 Vote The Knights of Columbus #9905 have applied for an exempt permit to conduct a raffle for a fundraiser benefit event. Funds raised will be used for purchase and donation of wheel chairs to a country in South America. BACKGROUND Non-profit organizations are allowed, under the State Gambling Statutes, to apply for an exemption from a gambling license if they conduct five (5) or fewer gambling occasions per calendar year. The Knights of Columbus #9905 conducts five (5) or less per calendar and, therefore, remains exempt from requiring a gambling license. Minnesota Statutes, Chapter 349, Section 349.166, Subd. 2 does, however, require that the non- profit organizations applying for the exemption permit, notify the city that they are applying for the exemption and receive local approval. The application and background materials are on file in City Clerk's office. RECOMMENDATION Adopt a motion approving the application for exemption with no waiting period. CITY COUNCIL WORK SESSION August 10, 2015 DRAFT DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT CITY OF LINO LAKES MINUTES : August 10, 2015 . 5:30 p.m. . 6:30 p.m. : Council Member Stoesz, Kusterman, Rafferty, Roeser and Mayor Reinert : None Staff members present: City Administrator Jeff Karlson; Community Development Director Michael Grochala; Public Safety Director John Swenson; Public Services Director Rick DeGardner; City Clerk Julie Bartell 1. 2016 Budget — Administrator Karlson noted that the council received draft budget documents previous to the meeting. He is presenting an updated version, including a gap analysis. There is still information coming in that impacts 2016 budgeting. He noted what has changed since the council received the first budget draft: the grant for one police officer position was not included; there is a reduction in overtime; a small change was made in supplies for the streets budget. Mr. Karlson reviewed the gap analysis. There was discussion about fire vehicles and how maintenance is accounted for — some elements show up under fleet services and others under the fire department because those vehicles are very specialized. The council reviewed new budget requests. Public Services Director DeGardner explained his requests for park upgrades, noting that for a variety of reasons there aren't park development funds currently available for that use. The projects included are those recommended by the Park Board. The projects would be funded through the general fund. The council discussed future use of park development funds, including projects that will probably produce the funding. The council asked if the current formula (charges) remain appropriate and Mr. DeGardner suggested that an analysis would be needed if the council wants to consider changing the formula. He clarified that the charges are required to relate to park facilities that will serve the future residents. The council talked about trail projects and Mr. DeGardner indicated he will bring forward an update on the city trail system. Council Member Rafferty noted, regarding the trail system, that the city should really find a way to build off of the new county trail over 35W on Main Street. The council continued review of the new budget requests. They reviewed an insurance increase, telephone costs, health insurance, the proposed 2.5 percent salary increase, the city council salary, and personnel requests. The council also reviewed some preliminary figures for a tax levy. CITY COUNCIL WORK SESSION August 10, 2015 DRAFT 46 Public Safety Director Swenson reviewed his request for personnel and also presented 47 some crime statistics for the city. The mayor noted that the council anticipated the 48 addition of an officer mid -2015; he feels that adding four new positions may be too 49 aggressive. 50 51 Council Member Rafferty noted funding included for the Emerald Ash Borer program 52 and asked for more information. 53 54 Mayor Reinert noted that there is more work to be done on the budget. The council set 55 the next budget meeting: a special work session on August 17 at 6:00 p.m. 56 57 The meeting was adjourned at 6:25 p.m. 58 59 These minutes were considered, corrected and approved at the regular Council meeting held on 60 August 24, 2015. 61 62 63 64 65 Julianne Bartell, City Clerk Jeff Reinert, Mayor 66 2 STAFF ORIGINATOR: MEETING DATE: TOPIC CITY COUNCIL AGENDA ITEM 1H Lisa Hogstad-Osterhues, Deputy City Clerk August 24, 2015 Consider Approving Resolution 15-85 Tobacco License for Northway Tobacco 2 Inc. VOTE REQUIRED: Simple Majority (3/5 Vote Required) INTRODUCTION Anwar WazWaz has applied for a tobacco license for Northway Tobacco 2 Inc. which is a new business proposed to be located at 701 Apollo Drive, Unit 110. The tobacco license will expire on June 30, 2016 with all other tobacco licenses in the city. Staff has been working with the license holders to put in place all requirements to allow for Council consideration at this time. BACKGROUND The applicant has completed the necessary documentation and paid the fee that is required for the license. No license will be released until all requirements are met. RECOMMENDATION Adopt Resolution 15-85, approving new tobacco license for Northway Tobacco 2 Inc. to run concurrent with all tobacco licenses through June 30, 2016. ATTACHMENTS Resolution 15-85 CITY OF LINO LAKES RESOLUTION NO. 15-85 APPROVING TOBACCO LICENSE FOR NORTHWAY TOBACCO 2 INC. WHEREAS, the licensing period for tobacco licenses in the City of Lino Lakes is one year, commencing on July 1 and ending on June 30 the following year; and WHEREAS, the City Council is required to approve the renewal of tobacco licenses; and WHEREAS, city staff has reviewed the renewal applications that have been submitted and verified that licensing requirements are met; and WHEREAS, the Public Safety Depai intent has completed the required background investigations; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: The City of Lino Lakes hereby approves the new tobacco licenses for Northway Tobacco 2, Inc. 701 Apollo Drive, Suite 110. Adopted by the Council of the City of Lino Lakes this 24th day of August 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 2A STAFF ORIGINATOR: Jeff Karlson MEETING DATE: August 24, 2015 TOPIC: Consider Resolution 15-83, Authorizing the Issuance of the 2015B Certificates of Indebtedness VOTE REQUIRED: Simple Majority (3/5) BACKGROUND The 2015 budget calls for the issuance of Certificates of Indebtedness Series "B" in the amount of $963,000 to be used for the purchase of fire capital equipment as part of our equipment replacement program. The interest rate on the certificates will be 1.50%. The Area and Unit Fund has sufficient reserves to issue a loan to finance these purchases. A special levy will pay for this certificate in 2016, 2017, 2018, 2019 and 2020 and the levy proceeds will be credited to the Area and Unit Fund. The equipment to be funded with the 2015 Certificate of Indebtedness — Series "B" is listed on the attached schedule. RECOMMENDATION Staff recommends approval of Resolution 15-83. ATTACHMENTS Resolution No. 15-83 2015 Capital Equipment Replacement Schedule CITY OF LINO LAKES RESOLUTION NO. 15-83 RESOLUTION AUTHORIZING THE ISSUANCE OF 2015B CERTIFICATES OF INDEBTEDNESS WHEREAS, the 2015 budget calls for the issuance of certificates amounting to $963,000.00 and WHEREAS, the Area and Unit Fund (406) has sufficient reserves to issue a loan, and WHEREAS, a special levy will pay certificates in 2016, 2017, 2018, 2019, and 2020. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF LINO LAKES: 1. It is hereby found and determined that it is necessary and expedient for the City to issue a Certificate of Indebtedness for the purpose of financing the purchase of fire capital equipment, in accordance with the provisions of Minnesota Statutes, Section 412.301; and that the sale of said Certificates to the Capital Equipment Revolving Fund (402), on terms hereinafter set forth, is hereby ordered. 2. The City shall issue a Certificate of Indebtedness in the amount of $963,000.00 authorized by the City Council pursuant to the provisions of Minnesota Statutes, Section 412.301; for the purpose of financing the purchase of capital equipment. Said Certificate shall be dated on August 25, 2015 and shall be payable to the Area and Unit Fund of the City of Lino Lakes. 3. Said Certificate shall be as follows: CITY OF LINO LAKES ANOKA COUNTY, MINNESOTA 2015B CERTIFICATE OF INDEBTEDNESS Know All Men By These Presents that the City of Lino Lakes, Anoka County, Minnesota, hereby acknowledge the Capital Equipment Fund to be indebted and for values received promises to pay the Area and Unit Fund of the City of Lino Lakes, the sum of $963,000 plus interest at 1.5% per annum in five installments in 2016, 2017, 2018, 2019 and 2020 per attached schedule. This Certificate is issued for the purpose of purchasing fire capital equipment for the City and is authorized by a duly adopted resolution of the City Council of Lino Lakes, dated August 24, 2015 and is issued pursuant to and in full conformity with Minnesota Statutes, Section 412.301, and is to be effective as of August 25, 2014. It is hereby certified and recited, that all acts, conditions and things required by law to be done, to exist, to happen and to be performed, precedent to and in the issuance of this Certificate have been done, do exist, have happened and have been performed in regular and due form, time 1 and manner; that a direct, annual, irrepealable ad valorem tax will be duly levied by said City in an amount sufficient to pay the principal and interest on this Certificate, together with all other existing indebtedness of the said City, does not exceed any constitutional or statutory limitation on indebtedness. Adopted by the Council of the City of Lino Lakes this 24th day of August 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof:. The following voted against same: ATTEST: Julianne Bartell, City Clerk Jeff Reinert, Mayor 2 December 31, 2016 December 31, 2017 December 31, 2018 December 31, 2019 December 31, 2020 Total Interest Rate — 1.5% Levy 2015 Payable 2016 Levy 2016 Payable 2017 Levy 2017 Payable 2018 Levy 2018 Payable 2019 Levy 2019 Payable 2020 SCHEDULE OF PAYMENTS 2015B CERTIFICATES OF INDEBTEDNESS August 25, 2015 PRINCIPAL $ 177,000.00 193,000.00 195,000.00 197,000.00 201,000.00 $ 963,000.00 INTEREST $ 27,686.00 11,790.00 8,895.00 5,970.00 3,015.00 $ 57,356.00 TOTAL $ 204,686.00 204,790.00 203,895.00 202,970.00 204,015.00 $ 1,020,356.00 $ 214,921.00 (includes required 5% over levy) 215,030.00 214,090.00 213,119.00 214,216.00 Total $1,071,376.00 3 City of Lino Lakes 2015 Capital Equipment Replacement Department Description Amount Fire Fire Apparatus ( 1 engine & 1 utility) $300,000 Turnout Gear 240,000 SCBA (30) 150,000 Communications (portables & vehicle radio) 200,000 Fire Pagers 24,000 Rescue Tools 25,000 Thermal Imaging (2) 9,000 Hose 15,000 Total Fire $963,000 Series 'B' Certificates to be Issued $963,000 4 CITY COUNCIL AGENDA ITEM 4A STAFF ORIGINATOR: Public Safety Director John Swenson MEETING DATE: August 24, 2015 TOPIC: Hire Paid On -Call Firefighter VOTE REQUIRED: 3/5 INTRODUCTION The Lino Lakes Public Safety Department is requesting council approval to hire a paid on-call firefighter. BACKGROUND As directed by Council Resolution 14-50 staff is integrating fire operations into the Public Safety Department. Staff has been engaged in a fire recruiting and hiring process for paid on- call firefighter candidates as part of the integration process. The hiring process has been extensive including an interview process, background investigation, medical examinations, and drug screen. This process has identified candidates that will continue the Public Safety Department's proud tradition of delivering high quality services to the Lino Lakes Community. RECOMMENDATION Staff recommends the Council approve the hiring of Brooke Jacobson for the position of paid on-call firefighter effective August 24, 2015. ATTACHMENTS None STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 6A Katie Larsen, City Planner August 24, 2015 Consider 2nd reading of Ordinance No. 07-15 rezoning certain properties along Lake Drive from R-1, Single Family Residential and R -1X, Single Family Executive Residential to R, Rural *Council may vote to dispense with full reading of ordinance * Roll call vote is required for adoption of the ordinance 3/5 Complete Application Date: City Initiated 60 -Day Review Deadline: NA 120 -Day Review Deadline: NA Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: July 8, 2015 City Council Work Session: August 3, 2015 City Council Meeting: August 10, 2015 The City Council approved the 1st Reading of Ordinance No. 07-15 on August 10, 2015. BACKGROUND The City is considering rezoning seventeen (17) parcels along Lake Drive from R-1 Single Family Residential and R -1X, Single Family Executive Residential to R, Rural for the purpose of keeping farm animals and continued operation of a private airport. Fourteen parcels are residential and 3 parcels are a private airport. All parcels are on private well and septic systems. In January 2015, the City received a rezoning request from Robert and Carol Stanek to rezone their properties located 6966 and 6970 Lake Drive from R-1, Single Family Residential to R, Rural for the purpose of keeping animals. Farm animals were already being kept on site. The Planning & Zoning Board held a public hearing on February 11, 2015. Both staff and the Planning & Zoning Board recommended denial due to concerns of spot zoning. On March 9, 2015, the City Council passed Resolution No. 15-21 denying the rezoning. Staff was directed 1 by the Planning & Zoning Board and Council to research an ordinance amendment that would allow for the keeping of farm animals in residential zoning districts. The zoning ordinance currently allows for the keeping of farm animals on rural properties zoned R, Rural or R -X, Rural Executive. Residentially zoned parcels (i.e. R-1, R-2, etc.) do not allow for the keeping of farm animals. Lot size is not a factor in either case. The Planning & Zoning Staff Report dated July 8, 2015 details the proposed rezoning. The Planning & Zoning Board held a public hearing on July 8, 2015. There were four public comments supporting the rezoning. RECOMMENDATION The Planning & Zoning Board and staff recommend approval of the rezoning of 15 parcels from R-1, Single Family Residential and 2 parcels from R -1X, Single Family Executive Residential to R, Rural based on the findings detailed in Ordinance No. 07-15. ATTACHMENTS 1. Site Location Map 2. Ordinance No. 07-15 3. Rezoning Exhibit 2 7116- 7139 7108 7080 x7136 7135 ;7132 7131 7129 7121 7117 7113 Snow Owl La 7109-- 7116 7112/7108 7135 7128 7100 7136 7135 7131 7132 Whippoorwill La 7127 \7128 Ne�oc\ 017124\,, Gt2y \712 \ 71047108 7112\ 7105 7101` Snow Ow/ 7104/ 7100 7096 7129 7127 7125 7123 7121 7119 7117_ 7115_ _7113 7111 owner Dr I 7084 7072707 I ' 7088 7032 7109 7_107 2105 7103 7101 7099>/ .7097 7095/ 7093 7091; `7089 / 7087%' 7085 7083 7081 7.079 '7077' /4-7075 073 ✓' '7071/ 7144 7_142 7140 7138 �'0 7136 7.134, 71321 7130 7128 7126 7124_ 7122 7120/ / t Jy 7074 *33 a 4101241618 016 606 41 11 50,150E507,5A1 —604_. " 5(5.0245(5[5AD �C602 40'40340"409 C600' Aqua CirAqua La Aqua Cir II 7094 7094 450 462 474 486 498 141 7094 6975 RICE LAKE OHWL 883.1 100 -yr 886.0 CIT LN(dIt Lake Drive Rezoning 0 105 210 420 630 840 Feet N S E 1St Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 07-15 ORDINANCE TO REZONE CERTAIN PROPERTY ALONG LAKE DRIVE FROM R-1, SINGLE FAMILY RESIDENTIAL AND R -1X, SINGLE FAMILY EXECUTIVE RESIDENTIAL TO R, RURAL "The City Council of Lino Lakes ordains". Section 1 The City of Lino Lakes makes the following Findings of Fact: 1. The Planning & Zoning Board Staff Report dated July 8, 2015 details the rezoning. 2. The Planning and Zoning Board held a public hearing on July 8, 2015. 3. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. The proposed action of rezoning the 14 residential parcels to R, Rural is consistent with the Comprehensive Plan. The parcels are guided low density residential. The R, Rural zoning district has been established as a "holding zone" until municipal services are available. When municipal services are extended along this stretch of Lake Drive and properties hook up to the system, they shall be rezoned to back to a residential zoning district (e.g. R-1, R -1X, etc.) which is consistent with low density sewered residential development. The proposed action of rezoning the 3 airport parcels to R, Rural is consistent with the Comprehensive Plan. The parcels are guided private airfield. The R, Rural zoning district allows for private airports with a conditional use permit. 4. The proposed use is or will be compatible with present and future land uses of the area. The proposed use of keeping of farm animals and the existing use of operating a private seaplane base are compatible with present and future land uses in the area. The existing land use of the 14 residential parcels is categorized as rural residential. These parcels are consistent with the existing land use definition. The keeping of farm animals is more consistent with rural residential properties than R-1 single family properties. The future land use of these parcels is guided Low Density Residential. These parcels are consistent with the future land use in terms of density and availability of utility extension. The 3 parcels owned by Surfside Seaplane Base are guided private airport for private aviation use. The current operation of the seaplane base is consistent with the comprehensive plan's land use designation. 5. The proposed use conforms with all performance standards contained herein. The proposed use of keeping offarm animals meets the performance standards of the zoning ordinance which allows no more than one animal unit per 2 acres. The use shall also meet all requirements of Chapter 503 of the city ordinance. The current use of a private airport meets the performance standards of the zoning ordinance. Future improvements to the site will require an amended conditional use permit and compliance with the ordinance. 6. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. Per the City's Comprehensive Plan, the parcels are within the 1A: 2008-2015 utility staging area. The watermain and sanitary sewer systems have capacity to accommodate development along this stretch of Lake Drive upon extension to the subject properties. 7. Traffic generation by the proposed use is within capabilities of streets serving the property. Traffic generation by the proposed keeping offarm animals and existing private airport is within capabilities of the streets serving the property. Lake Drive/CSAH 23 is a minor arterial road. Traffic generation would not be increased or decreased by the proposed rezoning. Section 2 The Zoning Ordinance of the City of Lino Lakes is hereby amended to rezone the following described property from R-1, Single Family Residential and R -1X, Single Family Executive Residential to R, Rural: PARCEL A Outlot A and Outlot B, SURFSIDE ADDITION, Anoka County, Minnesota. 2 PARCEL B (Per Document No. 990895) A parcel of land in the Southeast Quarter of the Northeast Quarter (SE '/4 of NE 1/4) of Section Nineteen (19), and in Government Lot Three (3) in Section Twenty (20), all in Township Thirty-one (31) North, Range Twenty-two (22) West, Anoka County, Minnesota, specifically described as follows: Beginning at a point on the South line of the said Southeast Quarter of the Northeast Quarter (SE '/4 of NE 1/4) of Section Nineteen (19), which is Two Hundred Ten (210) feet West of the East Quarter (E'/4) corner of said Section Nineteen (19); thence Northeasterly to a point on the North line of Government Lot Three (3) in Section Twenty (20), which is Three Hundred Feet West of the Northeast corner of said Government Lot Three (3); thence East along said North line to the Northeast corner of Government Lot Three (3); thence South on the East line of said Government Lot Three (3) to the shore line of Rice Lake; thence Southwesterly along said shore line to its intersection with the South line of the North Half (N 1/2) of Section Twenty (20); thence West on the said South line of the North Half (N'/2) of Section Twenty (20) and the South line of the North Half (N'/2) of Section Nineteen (19) to the point of beginning; Subject to easements. (That part being located in the Southeast Quarter of Northeast Quarter (SE 1/4 of NE 1/4) of Section Nineteen (19), Township Thirty-one (31), Range Twenty-two (22), is also known as a part of Lot Twenty-seven (27), Auditor's Subdivision No. 151.) PARCEL C (Per Document No. 990895) That part of Government Lot 1, Section 19, Township 31, Range 22, Anoka County Minnesota lying northeasterly of the following described line. Beginning at the point of intersection of the north line of said Government lot 1, and east line of U.S. Highway No. 8 as the same is now laid out and constructed, thence southwesterly along the southeasterly line of said highway No. 8 a distance of fifty feet. Thence south forty-two degrees, nine minutes east a distance of 829 1/10 feet, more or less to the shore of Rice Lake. Together with all riparian rights caused by the recession of the waters of Rice Lake and together with the rights of adverse possession as defined on the ground by old fence lines. And the following described property in Section Twenty (20) said Township and Range, to -wit: beginning on the East Quarter Corner of said Section Nineteen (19) thence east on the north line of the South Half of Section Twenty (20), said Township and Range to the shore of Rice Lake, thence southwesterly along the shore of Rice Lake four hundred eighty four and one tenth feet (484.1 ft.) to the point where the shore of Rice Lake intersects the east line of said Section Nineteen (19), thence north on the east line of said Section Nineteen (19), to the point of commencement, containing one and eight tenths (1.8) acres more or less. 3 PARCEL D Lots 1 thru 8, inclusive, AUDITOR'S SUBDIVISION NO. 151, Anoka County, Minnesota. PARCEL E Tracts A and B, REGISTERED LAND SURVEY NO. 103, Anoka County, Minnesota. PARCEL F That part of Government Lots 1 and 2, Section Nineteen (19), Township Thirty-one (31) Range Twenty-two (22), now known as that certain part of Lot Twelve (12) and of Lot Thirteen (13) in Auditor's Subdivision No. 151, according to the map or plat on file and of record in the office of the Registrar of Titles in and for Anoka County, which lies southwesterly of Tract B, REGISTERED LAND SURVEY NO. 103, and lies northeasterly of the following described line: Commencing at the Northeast corner of said Lot thirteen (13), said corner being on the Southeasterly line of Trunk Highway No. 8 as now established; Thence South 42 degrees 20 minutes West along said highway line for 721.6 feet to the point of beginning of the line to be described; thence South 47 degrees 40 minutes East, at right angles to the preceeding course, for 585 feet, more or less, to the shore of Rice Lake, and said line there terminating. Section 3 This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter. 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: ATTEST: Julianne Bartell, City Clerk 4 Jeff Reinert, Mayor EZONING TO RURAL - EXHI -for�CITY OF LINO LAKES PROPOSED DESCRIPTION OF PROPERTY TO BE RE1ONED TO RURAL PARCEL A Outlot A and Outlot B, SURFSIDE ADDITION, Anoka County, Minnesota. IT PARCEL B (Per Document No. 990895) A parcel of land in the Southeast Quarter of the Northeast Quarter (SE 1/4 of NE Q1,) of Section Nineteen (19), and in Government Lot Three (3) in Section Twenty (20), all in Township Thirty-one (31) North, Range Twenty-two (22) West, Anoka County, Minnesota, specifically described as follows: Beginning at a point on the South line of the said Southeast Quarter of the Northeast Quarter (SE 1, of NE 1,) of Section Nineteen (19), which is Two Hundred Ten (210) feet West of the East Quarter (E 1/4) corner of said Section Nineteen (19); thence Northeasterly to a point on the North line of Government Lot Three (3) in Section Twenty (20), which is Three Hundred Feet West of the Northeast corner of said Government Lot Three (3); thence East along said North line to the Northeast corner of Government Lot Three (3); thence South on the East line of said Government Lot Three (3) to the shore line of Rice Lake; thence Southwesterly along said shore line to its intersection with the South line of the North Half (N 1/2) of Section Twenty (20); thence West on the said South line of the North Half (N i/) of Section Twenty (20) and the South line of the North Half (N 1/) of Section Nineteen (19) to the point of beginning; Subject to easements. (That part being located in the Southeast Quarter of Northeast Quarter (SE 1/4 of NE 1,) of Section Nineteen (19), Township Thirty-one (31), Range Twenty-two (22), is also known as a part of Lot Twenty-seven (27), Auditor's Subdivision No. 151.) PARCEL C (Per Document No. 990895) That part of Government Lot 1, Section 19, Township 31, Range 22, Anoka County Minnesota lying northeasterly of the following described line. Beginning at the point of intersection of the north line of said Government lot 1, and east line of U.S. Highway No. 8 as the same is now laid out and constructed, thence southwesterly along the southeasterly line of said highway No. 8 a distance of fifty feet. Thence south forty-two degrees, nine minutes east a distance of 829 1/10 feet, more or less to the shore of Rice Lake. Together with all riparian rights caused by the recession of the waters of Rice Lake and together with the rights of adverse possession as defined on the ground by old fence lines. And the following described property in Section Twenty (20) said Township and Range, to -wit: beginning on the East Quarter Corner of said Section Nineteen (19) thence east on the north line of the South Half of Section Twenty (20), said Township and Tange to the shore of Rice Lake, thence southwesterly along the shore of Rice Lake four hundred eighty four and one tenth feet (484.1 ft.) to the point where the shore of Rice Lake intersects the east line of said Section Nineteen (19), thence north on the east line of said Section Nineteen (19), to the point of commencement, containing one and eight tenths (1.8) acres more or less. PARCEL D Lots 1 thru 8, inclusive, AUDITOR'S SUBDIVISION NO. 151, Anoka County, Minnesota. PARCEL E Tracts A and B, REGISTERED LAND SURVEY NO. 103, Anoka County, Minnesota. PARCEL F That part of Government Lots 1 and 2, Section Nineteen (19), Township Thirty-one (31) Range Twenty-two (22), now known as that certain part of Lot Twelve (12) and of Lot Thirteen (13) in Auditor's Subdivision No. 151, according to the map or plat on file and of record in the office of the Registrar of Titles in and for Anoka County, which lies southwesterly of Tract B, REGISTERED LAND SURVEY NO. 103, and lies northeasterly of the following described line: Commencing at the Northeast corner of said Lot thirteen (13), said corner being on the Southeasterly line of Trunk Highway No. 8 as now established; Thence South 42 degrees 20 minutes West along said highway line for 721.6 feet to the point of beginning of the line to be described; thence South 47 degrees 40 minutes East, at right angles to the preceeding course, for 585 feet, more or less, to the shore of Rice Lake, and said line there terminating. NOTES - No Field survey was done by E.G. Rud and Sons, Inc. at this time. - This exhibit was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. 111111 a SONS INC. EST. "71 Professional Land Surveyors www.egrud.com 6 776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 IF \it 200 0 100 NORTH GRAPHIC SCALE 200 400 y I ---j SNOW 0 ___L��- I 1 \ 1 I 1 \ - -�-�T r-, J L - J I./ ET -11 / / L._LJL±J / 0• / ;n _. n Q AQUA LANE I I N II < 1 J/ /.. IDI \s, 1Wh- -=�---H <J, IQI 1J1 (-02 \ n\; / 1 1 / I / I / 1 / / / / 1 / ' 1 1 • L-' n rs 7/ , / / /P / ,• \1 / ,_- �. Y Y- \c' /1P /' / \ --1 / /// PO AP- / V \v �P \ \ \ \ / \ \ �\ N \ \ \ \ \\ \ \ \ � . ;, ' / G \ \•- \ \\ <,, , \ Q \\ < \ \ ". \ \ ., x 7 ,...z- \ ,',\\ �\ y \ <--') \y/ \ ' \\ Y \ \- / 800 ( IN FEET ) 1 inch = 200 ft. / / - -/ \ \PARCEL C -- \r \1. - , �, n - I 1 Y r \ \ \.,l_,,. 11 „ . `\ N r,\\ \\ N N r�'-1 N \ \' I \ \ 1 \ \•'•_1 \ I \ \ \ 1 \ \ \ N 1 \ \ \\ i N \ \ .''-)' \ \ \ \ ., 1I \\ \ \ N/ \ \ \ \ \ \ / \ \ •<)<`) v \ \ / \ \ \ \ \ \ \ \ / / \ \\ \ (''t \ A/// N \N\� \ ' N Q\ \ \\ \ \ • 1 \\\ ,X_1 \ \ G \ N \\ \ \` '- \ /// \ N r, / N � v \ N \ \ //\ \ N \ N \ \ / .-,-' \ ;% N 1 \ \ ` • • N. IX4qs, \r \\ i N \\ 1 ' \ '1<i"--‘ _ \ N 1_ \ N / N - N ) \N N N N \ \ N N N •,..,N,\ N LEGEND <2" DENOTES PROPOSED AREA TO BE REZONED TO RURAL 7 / • r\ 1 VICINITY MAP PART OF SEC. 19 E 20, TWP. 31, RNG. 22 I04Lh Ave. NF lneth Ave NE ,M T: N;i/ Le/kr 3IT d:,. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JASON . RUD Date: 6-17-15 License No. 41578 . ANOKA COUNTY, MINNESOTA (NO SCALE) DRAWN BY: JEN JOB NO: 15370ED DATE: 06/17/15 CHECK BY: JER SCANNED • 1 2 3 NO. DATE DESCRIPTION BY 15370ED CITY COUNCIL AGENDA ITEM 6B STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: August 24, 2015 TOPIC: NorthPointe 3rd Addition i. Consider Resolution No. 15-86 Approving Final Plat ii. Consider Resolution No. 15-87 Approving Development Agreement VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council consideration of the Final Plat and Development Agreement for NorthPointe 3rd Addition. Complete Application Date: June 22, 2015 60 -Day Review Deadline: August 24, 2015 120 -Day Review Deadline: October 23, 2015 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: August 12, 2015 Tentative City Council Work Session: August 24, 2015 Tentative City Council Meeting: August 24, 2015 BACKGROUND NorthPointe is a PUD residential subdivision located northeast of the intersection of Birch Street and 20th Avenue South/CSAH 54. The preliminary plat is 94.09 gross acres and consists of a residential density mix of single family lots and an 88 unit senior multi -family residence. The following is a breakdown of unit development: • 216 Single Family Units (215 new lots + 1 existing home) • 11 Future Single Family Units (future development of existing home) • 88 unit multi -family • 315 TOTAL UNITS 1 The applicant has submitted a land use application for final plat of NorthPointe 3rd Addition. This review is based on the NorthPointe 3rd Addition street and utility plan set and final plat dated June 22, 2015 and prepared by Carlson McCain. Previous Council Actions: • March 10, 2014: NorthPointe PUD Development Stage Plan/Preliminary Plat, Resolution No. 14-21 • June 23, 2014: NorthPointe PUD Final Plan -Final Plat, Resolution No. 14-47 • September 22, 2014: NorthPointe 2nd Addition, Resolution No. 14-105 ANALYSIS Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The final plat has been reviewed for compliance with the comprehensive plan, zoning and subdivision ordinance. The proposed development is not considered premature and meets the performance standards of the subdivision and zoning ordinance. The final plat is consistent with the PUD Development Stage Plan/Preliminary Plat and Final Plan. There is a modification from the phasing plan. The original phasing plan for Phase III was for 92 lots and included dedication of the parkland. The parkland will now be dedicated in Phase IV. The phasing plan shall be revised accordingly. Blocks and Lots The final plat for NorthPointe 3rd Addition creates 41 lots and 2 outlots. Outlots A and B are for future development, parkland, stormwater management and wetland protection areas. The gross acreage is approximately 70 acres. Streets The following right-of-way and street widths were approved with Resolution No. 14-21, PUD Development Stage Plan/Preliminary Plat: 2 m Right -of -Way Width Street Width (Back to Back) Cypress Street 60 feet 32 feet 21St Avenue South 60 feet 32 feet Dogwood Court 60 feet 28 feet Dogwood Street 50 feet 28 feet 2 A south bound by-pass lane on 20th Avenue/CSAH 54 at Red Oak Lane shall be constructed with this 3rd Addition. The applicant shall coordinate with Anoka County on design and approval. Easements Standard drainage and utility easements are provided on all lot lines. Drainage and utility easements were previously dedicated over the stormwater management areas on Outlot D, NorthPointe. A Conservation Easement was also dedicated to RCWD over the wetland and buffer areas on Outlot D, NorthPointe. Public Land Dedication and Fees The City will require a combination of land dedication and cash in lieu of land for the entire NorthPointe development. NorthPointe 3rd Addition varies from the original phasing plan and the parkland will now be dedicated with Phase IV (anticipated 2016). So, Phases I, II, III, V and Outlot B (age -restricted multi -family complex) will pay straight park dedication fees per unit at the time of each final plat. Phase IV will dedicate 5.04 acres of parkland, credit trail construction costs and collect or credit any remaining cash balance associated with Phase IV. NorthPointe 3rd Addition 41 lots x $2,500 = $102,500 Zoning NorthPointe 3rd Addition is zoned PUD -Planned Unit Development as approved by the City Council with Ordinance No. 02-14. Comprehensive Plan The final plat is in compliance with the Comprehensive Plan in terms of the Resource Management System, Land Use Plan, Housing Plan, and Transportation Plan. Alternative Urban Areawide Review (AUAR) The project site is within the 2005 I -35E Corridor AUAR and is subject to the AUAR mitigation plan. The NorthPointe PUD Development Stage Plan/Preliminary Plat is consistent with development Scenario 1 for residential medium density and complies with the mitigation plan in regards to wetlands, water use, erosion and sedimentation, surface water runoff, wastewater and transportation. The final plat for NorthPointe 3rd Addition is also consistent with these plans. Floodplain The current 1982 FEMA FIRM indicates Zone A floodplain potentially affecting Lots 4-6, Block 4, NorthPointe 3rd Addition. The applicant has applied for and received a Conditional Letter of 3 Map Amendment; however, a Letter of Map Revision shall be required by the City prior to any building permits being issued on these lots. Development Agreement A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. Title Commitment The City Attorney reviewed the title commitment and final plat and notes consent of the mortgages shall be obtained. Stormwater Maintenance Agreement A Maintenance Agreement for Stormwater Management Facilities was approved by the City Council on August 11, 2014 with Resolution No. 14-87 for the entire NorthPointe development. RECOMMENDATION The Planning & Zoning Board reviewed and recommended approval of the final plat at the August 12, 2015 meeting. The vote was 6-0 with 1 abstention. Staff is recommending approval of the following items with conditions as listed: 1. Resolution No. 15-86 Approving the Final Plat 2. Resolution No. 15-87 Approving Development Agreement ATTACHMENTS 1. Resolution No. 15-86 2. Final Plat 3. Resolution No. 15-87 4. Development Agreement 4 CITY OF LINO LAKES RESOLUTION NO. 15-86 RESOLUTION APPROVING THE FINAL PLAT FOR NORTHPOINTE 3rd ADDITION WHEREAS, the City has received an application for final plat approval for NorthPointe 3rd Addition hereafter referred to as "Development"; and WHEREAS, City staff has completed a review of the proposed "Development" based on the street and utility plan set and final plat dated June 22, 2015 and prepared by Carlson McCain; and WHEREAS, a public hearing was held before the Planning & Zoning Board on December 11, 2013 and continued to the February 12, 2014 meeting and the Board recommended approval of the PUD Development Stage Plan/Preliminary Plat; and WHEREAS, the City Council approved the rezoning from R, Rural to PUD, Planned Unit Development with Ordinance No. 02-14 and the PUD Development Stage Plan/Preliminary Plat with Resolution No. 14-21; and WHEREAS, Planning & Zoning Board reviewed and recommended approval of the 3rd Addition final plat at the August 12, 2015 meeting; and WHEREAS, the proposed development is not considered premature and meets the performance standards of the subdivision and zoning ordinance; and WHEREAS, the final plat substantially conforms to the preliminary plat. There is a modification from the phasing plan. The original phasing plan for Phase III was for 92 lots and included dedication of the parkland. The proposed Phase III (3rd Addition) is for 41 lots and parkland will be dedicated in Phase IV. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Lino Lakes hereby approves the final plat for NorthPointe 3rd Addition, subject to the following conditions: 1. All comments from City Engineer letter dated August 4, 2015 shall be addressed. 2. All comments from MNDOT letter dated July 20, 2015 shall be addressed. 3. A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. 4. The Phasing Plan shall be revised to reflect changes from the original plan. 5. A south bound by-pass lane on 20th Avenue/CSAH 54 at Red Oak Lane shall be constructed. a. The applicant shall coordinate with Anoka County on design and approval. b. The approved construction plans shall be submitted to the City. 1 6. A FEMA Letter of Map Revision shall be required by the City prior to any building permits being issued on lots affected by the floodplain. 7. Title Commitment: a. Consent of the Mortgagees shall be obtained Adopted by the Council of the City of Lino Lakes this 24th day of August, 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: ATTEST: Julianne Bartell, City Clerk 2 Jeff Reinert, Mayor N87°26'04"E 110.09 1 66 SCALE "NCH = 60 FEET -1 • 3 "fes o(I ri V) o N) O o) z 66 DETAIL 43.4°\ 4, 28" W Nps 2 / N/ 45.56p 4, 25, 7 • 43.9928„W ---- ?N17°35 OUTLOT A I 1==== -Drainage & Utility Easement 3051. \N��;%� 681.25 6� \ 39.70 D=00°50'55,, 1 =_= R=681.25 10.09 • \5� \ \\ \I / \I • • 4 /\nT rf\nIIA noun r. vV 1 1 •./1 v V V llVLi A /1-1\11 Ir - /"1 VL_IVVL_ TI I� (-1 If\ ITE \I \-/ \ I r71-,L/II \I 1 L_ O I\ I (-1 1 \I \ Dr-n'\Alt 1 Anlr 1 \I.LI Vnl \ L_f I VL T1 II�)nII\ITL- I r11 x/11 v 1 L_ N88°19'38"E 582.14 z \ )TI (Th I\ 1VLJ1\ I r71 \_/II\I I L_ \ 7 '-SAI AA c(0 i nL_IVI O 6.• so I- - \�O�,O (i) O \ 7"--• CN �\, „S S0 --', S (9(5'9,57C<\ p1/io �So°'- N.01 0 Qi /K v li !�7.\\ Z( � 4�A '86+ 8 \\III \\ I 090 lt 39G1 \, 6SOO�T\ jJ\\ I I \". \`\\ \\I 11 I\ \ \ 1 \\I 1I \ 11 \\\ \\ / 11 \ \ 1 \ \ i i 60�\ I �o (/60 N89°46'03"E (') oo, 304.18 LIJ O [v > �. c\/(o0 `1'10,00 -c cb• iii O. 40 STREET 11.31 N88°19' 35'E-' Z o U' N co N88°19'38"E 301.83 1/1(3)00 LI -1 N N 0 In 00 0 0 o p z � c) � � c � a0�� ��� �� o�NN /A1 Ap_pv= �o�� �o d':-\,,(0... ho AO ^ 1 ,// `� .//, / \-c h9- ,, I /ice, h L1 J 4.9,„ -6`1, >� �' 00 // ,i o -7 �• /--//10� $�1;/ /!f Q -A0' C / CO • 'I ' , // / I n � \( /'�%;--=00°50'55" / -r= / \ /� 0"R=681.25 -L t6// //9_.- 10.09 � � - --7-5 \7. 0 C)/' L � �-I- V./ IT\ c \ 7N, --SEE DETAIL 0 oa o0 / <C o0 , OUTLOT A 30 O r tri N Oto O z lo / k OONI�d� �w N LO o Neb 60 O�o�NI) 0 ?�Zw .5 � dN'1p -/m �0O a R1 59 62 4 (5(; �1� � // 8 , '7-...),)807A,. 7°5 Og"a`?° 0 �1\\ Op') 46 � ,\ A�pO�\\\\ 60.85 ��os<\\ S79°05'50"E�� `\- ; ��`� 1 �\` \ S67°2s 6 E1� 558.30 / 7 S88°19'38"W // / / Drainage & Utility Easement -: =f---' -_T N79• 85 0"0, N67°26'44"W_ 66.70 1 1 / N44°43'47"W,! SQS�j co o�� �.�---___'_-----, /I / /J' '`N 11 /\`\'� 'F� / ,41 \sem o. / 111V '- 4' N 1/1 \o" --8051 ■ °5 '/ yy �/ 7 A \ F vv1��N6 44 23 LO O 1 "Pu.-' \ \ N59 43 ���• 1 '� �� �1s�so°s\ \\ o G 0 G 5 6`b 1 O / ` 5 \ <55 �g0 V. / 4' \\v / / / \\\, / / 1 G�� � /a� G0 47 5 NOFTHPOINTE 3RD w (O N N89°08'22"E (RLS 12263) 310.91 (RLS 12263) \ 1 .J / -11 \ I I L- 1 I VE / OH 185.00 ,1,�/,fir\'0Ayv 7 o I 0 N89°08'22"E,,bcO�°o�,•(\�/ I z �L07 S �� 7.0 mss0 0 ?0^' ° a I _-' 17. 7 9ss l ° 0 _.� \ �G v w o� w a I /// ��� 0 z E �/ /I 1 �� 1 210.00 - // � ° - 00 w a, 0 I /` 1--� 60. N89°08'22"E m /i ° w / / \ \ 'v79°14'0 jg�s N8 80 '7 7cf 0� -If) � I o I1iIII �♦ 0 ' / 14'08., 0 2 E co o/ I N A °� / I 38„E �/ \ �° �� _- lv �O / If 33 .85 S89°08'22"W 09 zo I �♦ " ♦ / 219.91.,,,,„--- 8,"E / 243.00 -�� . Q 9 �o'� � �\j / i ii' //,:7 \''' 7. 0o EN co o� Drainage & Utility Easement--•- �\ \�°v •i / 589°08'22"W 243.00 i 4' 1 � 46 71.93 i6-;)5,/, �' �°o \ I 0 „ R=165.00 o �` \\ \ \ /1/ / 6�=24 58'45" 573 15'45"W �, \ C.L.=71.37 87.64�i '� C.B.=N76°38'59"E 20.19 \ N08°47'56"W _7 \ J N89°0822"E 291.61 �. f _���'"��-1 (- J ,44°30'56 W h/\// , / I 'm` /�1 AIL u / OG GS _ i 1 / \ ' sb�° �( 5S �2 �� �6 \/ 5-,1'\c' o, D G� c- �.o�l J S1 DGyIx o - 1 041'53„W // 583 4 09 -- OUTLOT B For the purposes of this plat, the most southerly line of Outlot D, NORTHPOINTE is assumed to have a bearing of South 89 degrees 57 minutes 14 seconds West. GRAPHIC SCALE 0 60 120 240 (SCALE IN FEET) 1 INCH = 120 FEET Carlson McCain ENVIRONMENTAL - ENGINEERING - SURVEYING 762.01 S89°57'14"W DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5-7 5 0 (IP OPEN) being 5 feet in width, and adjoining side lot lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. • 00 V) ON (p o (y z • 7. JIL • / I 0 131 0- �� IT.o 0 /) 0) o 0 00 z z • , - Drainage & Utility Easement-== / • i v/ • / / • \)< • • AIL -The most (IP OPEN) • S44°14'12"E ' 71.00`--__ • o°' 6/ 554°1625.02'02"E -- �, i 1 Not Tangent----- • angent---- o73,S, o ,9 1 -1 ♦ ei •/ Z <o 'c I' / / 103° ''1'O L 'S4 / �ca'L r" Y• / /(0°`.40 204.99 N84°40'29 E southerly line of Outlot D, NORTHPOINTE 1 I I ♦ O • Denotes 1/2 inch by 14 inch iron monument set or to be set within one year of recording of this plat and marked with license number 40361 Denotes Found Iron Monument, marked with license number 40361 unless otherwise noted 1129.09 S89°57'1 4"W Denotes Right of Access dedicated to the State of Minnesota per the plat of NORTHPOINTE Denotes Wet Land location ,7, 50 -(MNDOT ROW MON.) LIJ L( j r1 Variable Width LIJ • •cC -i L L1J / / / / / / / / / I I I I I I I CITY OF LINO LAKES COUNTY OF ANOKA ADDITIoN SEC. 25, TWP. 31, RGE. 22 KNOW ALL PERSONS BY THESE PRESENTS: That Tony Emmerich Construction, Inc., a Minnesota corporation, owner of the following described property: Outlot D, NORTHPOINTE, according to the recorded plat thereof, Anoka County, Minnesota. And Outlot B, NORTHPOINTE 2ND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. Has caused the same to be surveyed and platted as NORTHPOINTE 3RD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown on this plat. In witness whereof said Tony Emmerich Construction, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 TONY EMMERICH CONSTRUCTION, INC. Anthony J. Emmerich, President STATE OF COUNTY OF This instrument was acknowledged before me on by Anthony J. Emmerich, President of Tony Emmerich Construction, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public, My commission expires I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 STATE OF COUNTY OF This instrument was acknowledged before me on by Thomas R. Balluff. Notary Public, My commission expires CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of NORTHPOINTE 3RD ADDITION was approved and accepted by the Cit Lino Lakes, Minnesota at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Council of the City of Section 505.03, Subd. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA By: , Mayor By: , Clerk COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Larry D. Hoium Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Property Tax Administrator By , Deputy COUNTY RECORDER/REGISTRAR OF TITLES County of Anoka, State of Minnesota I hereby certify that this plat of NORTHPOINTE 3RD ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record this day of 20 at o'clock .M. and was duly recorded in Book Page as Document Number County Recorder/Registrar of Titles By , Deputy SHEET 1 OF 2 SHEETS NORTHPOINTE 3RD ADDITIO\ INSET 'A' 2 `Y6.j�4 F nADc) 00 �D (ro • / 00 .y5-5 1 /I/ / `'O OO coo / r N') co N88°1 9'38"E 301.83 159.70 1 2 19 18 60•6°_r - s1661\'' 0.64 516036, 32' W 17 0 O O 11.31 N88°19'35"E 86.36 20 zl 00\ 01 T_)�rT I =09°42'39 R72.8880 ++V °!D ,0. c)..6`L� „' N87°26'04"E 110.09 11 1 03 01 24 c \ S,6°55'12"W D II 13228 23 9-���\ SN 6 °O 159' 0/pp. 7 p=12°07'43"- 91.31 DOGw°°DO 156.79_ - 2 023300" 0 61.51 4 \\ •-•..(,)•00 s,,, / 57.67 / 45_16 / 43°57'39.n 161.65 79.85 _ - n' l- I nT 1 7 1 L_U 1 I 15 --- 79.29 _ - N84°37'58"E II l0 4 10 0�I z / / \ 1°0g - 15A� 1°12 01" p R 6 90.0 j i YpgEs 11/45333 E G. 6'I Ce" 0. 1 7 C S 80.24, n" V (s) P 0 o N 1 p-05°34'21 " J - 67.11 it 3 63.82 14 5 n� 0 II 1 110.00 N7 8025' 17"E 30.00 30 2 110 00 N CO X00 z II J 3 3 22 cP 67.05_ 13 12 cso 5-5 A4436 - / N00°51'38"W 2 6 70.00 N00°51 '38"W 70.00 • I Drainage &10 /,==-Utility Easement 103 8 70.00 CN 91 00 ux 0 STREET 378.00 -00 8739-, 9 80.00 0 0 tri to NY o 5-5 5-5 Cz .10 cP 2 3 4- 15 cP 0.1 N79°4 -9'13"E 15 30 30 ton 0 0 30.00 • g5. -S1$ 5 ltd‘ 4 18 5 <59 60.84 70.00 7 CO 5 70.00 0 0 70.00 6 La 70.00 210.00 N 89°08' 22" E oo 70.00 7 70.00 7 o o 0 0 185.00 N89°08'22"E DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5- 0 tul 9 L/70 4 5 125.00 N89°08'22"E 6 5 0 co o 1 being 5 feet in width, and adjoining side lot lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. 0 125.00 N89°08'22"E N89°08'22"E 69.30- • GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET CITY OF LINO LAKES COUNTY OF ANOKA SEC. 25, TWP. 31, RGE. 22 For the purposes of this plat, the most southerly line of Outlot D, NORTHPOINTE is assumed to have a bearing of South 89 degrees 57 minutes 14 seconds West. 0 Denotes 1 /2 inch by 14 inch iron monument set or to be set within one year of recording of this plat and marked with license number 40361 Denotes Found Iron Monument, marked with license number • 40361 unless otherwise noted rn Carlson r McCain ENVIRONMENTAL ENGINEERING SURVEYING SHEET 2 OF 2 SHEETS CITY OF LINO LAKES RESOLUTION NO. 15-87 RESOLUTION APPROVING DEVELOPMENT AGREEMENT & PLANNED UNIT DEVELOPMENT AGREEMENT FOR NORTHPOINTE 3rd ADDITION WHEREAS, the City Council approved the final plat for NorthPointe 3rd Addition with Resolution No. 15-86 on August 24, 2015; and WHEREAS, the City's subdivision ordinance and conditions of approval require the execution of a development agreement between the Developer and the City of Lino Lakes. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Development Agreement & Planned Unit Development Agreement between Tony Emmerich Construction, Inc. and the City of Lino Lakes for NorthPointe 3rd Addition and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 24th day of August, 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 DEVELOPMENT AGREEMENT and PLANNED UNIT DEVELOPMENT AGREEMENT NorthPointe 3rd Addition THIS AGREEMENT is made this day of , 2015, by and between the City of Lino Lakes, a Minnesota municipal corporation, and Tony Emmerich Construction, Inc., a Minnesota corporation, referred to as "Developer". 1. Subdivision. Developer received preliminary plat approval from the City by Resolution No. 14-21. Developer is requesting approval for a final plat known as NorthPointe 3' Addition ("Subdivision") as legally described in Attachment A. Unless otherwise stated, all terms and conditions of this Agreement relate to work within the Subdivision. 2. Final Plat Approval. The City's approval of the final plat is contingent upon execution and delivery of this agreement and all required petitions, bonds, security, and documents, and satisfaction of all conditions of approval required by Resolution No. 15- 86. 3. Phased Development. The City may refuse to approve final plats of subsequent additions of the plat if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until Development Agreements for such phases are approved by the City. 4. Developer Plans. a. The Subdivision shall be developed in accordance with the following Developer Plans, original copies of which are on file with the City Engineer. The Developer Plans may be prepared and revised after entering into this Agreement but must be completed and approved by the City before commencement of any work. If the plans vary from the written terms of this Agreement, this Agreement shall control. b. The Developer Plans as of the date of this Agreement are: i. NorthPointe 3rd Addition plan set containing 14 sheets, prepared by Carlson McCain Inc., dated June 22, 2015, received June 25, 2015. 5. Permits. The Developer shall be responsible for securing all site grading and development approvals and permits from all appropriate Federal, State, Regional and NorthPointe 3rd Addition Development Agreement August 2015 Local jurisdictions prior to the commencement of site grading or construction and prior to the City awarding construction contracts for public improvements. 6. Developer Improvements. The Developer shall secure a contractor to install these improvements, hereinafter referred to as the "Developer Improvements," which contractor shall be approved by the City in its absolute discretion. The cost of Developer Improvements is as shown on Attachment B. All Developer Improvements shall require City inspection and approval and, where appropriate, the approval of any other governmental agency having jurisdiction. The Developer shall construct and install at the Developer's expense the following improvements according to the following terms and conditions: a. Site Grading i. No grading shall commence until all requirements of the Rice Creek Watershed District (RCWD) have been satisfied. ii. The grading plan and all site grading shall be provided and conducted in accordance with the plan as approved by the City, NPDES requirements and the RCWD requirements. The Developer shall perform the work in accordance with a Storm Water Pollution Prevention Plan (SWPPP) pursuant to Minnesota Pollution Control Agency (MPCA) requirements. b. Grading and Erosion Control i. The Developer shall grade the site to within 0.2 foot of the grades shown on the approved grading plan. No deviations will be allowed unless a revised plan is submitted and approved by the City and all other regulatory agencies. ii. The street right-of-way, storm water storage ponds, and surface water drainage ways shall be graded prior to commencement of utility construction. iii. The Developer shall be responsible for ascertaining that site geotechnical and groundwater conditions are adequate and conforming with the grading and site improvement as proposed. iv. The Developer's engineer shall certify in writing, with an as -built survey, that all grading complies with the approved grading plan prior to issuance of any building permits. v. The Developer shall promptly clear dirt and debris within public right-of- ways and drainage and utility easements resulting from construction by the Developer, its purchasers, builders and contractors within five (5) page 2 NorthPointe 3rd Addition Development Agreement August 2015 days after notification by the City. The Developer or its assigns shall be responsible for all necessary street and storm sewer maintenance, including street sweeping, prior to issuance of any Certificates of Occupancy. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If and when the streets become impassable, such streets shall be barricaded and closed. The Developer shall maintain a smooth, hard driving surface and adequate drainage on all temporary streets. c. Final street grading, subbase, gravel base, concrete curb and gutter, and bituminous base course and wear course shall be furnished and installed. d. Storm sewers, when determined to be necessary by the City Engineer, including all necessary laterals, catch basins, inlets and other appurtenances, shall be furnished and installed. e. Sanitary sewer mains, laterals or extensions, including all necessary building services and other appurtenances, shall be furnished and installed. f. Water mains, laterals or extensions, including all necessary building services, hydrants, valves and other appurtenances, shall be furnished and installed. g. The Developer shall place iron monuments at all lot and block corners and at all other angle points on boundary lines. Iron monuments shall be placed after all street and lawn grading has been completed in order to preserve the lot markers for future property owners. Lot corner irons on the back property line shall be installed so that the top of the iron corresponds to the finished ground elevation in accordance with the approved grading plan. Guard stakes shall be appropriately installed to mark these irons. h. Landscaping shall be furnished and installed in accordance with the approved plans. i. The Developer shall arrange for all gas, telephone, cable TV and electric utility services to the Subdivision in accordance with City Code and State law. The Developer is solely responsible for the cost of utility installation. 7. Time of Performance. The Developer shall install all required improvements enumerated in Paragraph 6, except for the wearing course, by August 31, 2016, and the wear course shall be installed by August 31, 2017. The Developer may request an extension of time from the City. If the extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. page 3 NorthPointe 3rd Addition Development Agreement August 2015 8. City Improvements. The following improvements, hereinafter referred to as "City Improvements" shall be designed, inspected, surveyed and administered by the City, and installed in the Subject Property at Developer Expense by the City: No City Improvements are proposed to be constructed for this Subdivision. 9. Record Drawings. a. Upon project completion, Developer shall submit record drawings, in electronic format, of all public and private infrastructure improvements, including roads, sanitary sewer, watermain, storm sewer facilities, and grading. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCad .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. b. A summary of the record plan attribute data for the storm sewer, watermain, and sanitary sewer structures and pipes shall be submitted in the form of an Excel Spreadsheet. c. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 10. Faithful Performance of Construction Contracts and Security. a. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Developer Improvements. Concurrent with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on one hundred fifty (150%) percent of the total estimated cost of Developer's Improvements. b. Irrevocable Letter of Credit. An Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Lino Lakes and shall state that it is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Contract and construction of all required improvements in accordance with the ordinances and specifications of the City. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this contract. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates. The Irrevocable Letter of Credit may not be terminated without the City's written consent. page 4 NorthPointe 3rd Addition Development Agreement August 2015 c. Alternatively the Developer may enter into a Public Improvement Surety Agreement in the form attached hereto as Attachment C. d. Reduction of Security. The Developer may request reduction of the Letter of Credit or cash deposit based on prepayment or the value of the completed improvements at the time of the requested reduction. 11. Warranty. The Developer warrants all utility work required to be performed by it against poor material and faulty workmanship for a period of two (2) years after its completion and acceptance by the City. All new streets shall be warranted by the developer for a period of one year from the time the final inspection of the street is completed and accepted by the City. All trees, grass and sod shall be warranted to be alive, of good quality and disease free for twelve (12) months after planting. Prior to final acceptance of the Developer Improvements the City shall require a Performance Bond or Cash Escrow to cover the warranty provisions of this Agreement. The amount shall be determined by the City Engineer. 12. Dedication. The Developer shall dedicate to the City, at no cost to the City, any permanent or temporary easements that may be necessary for the construction and installation of the Developer Improvements. All such easements required by the City shall be in writing, in recordable form, containing such terms and conditions as the City shall determine. 13. Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the public improvements lying within public right-of-way and easements shall become City property without further notice or action unless the improvements are slated as private infrastructure. 14. Recording and Release. The Developer agrees that the terms of this Development Agreement shall be a covenant on any and all property included in the Subdivision. The Developer agrees that the City shall have the right to record a copy of this Development Agreement with the Anoka County Recorder to give notice to future purchasers and owners. This shall be recorded against the Subdivision described on Page 1. City shall provide to Developer upon payment of all the special assessments levied against a parcel, a release of such parcel from the terms and conditions of this Development Agreement subject to provisions contained in this Agreement. 15. Escrow for City's Costs. a. The Developer agrees to establish a non-interest bearing escrow account with the City in an amount determined by the City Administrator or his designee for the payment of all costs incurred by the City related to the development of the Subdivision including, but not limited to, the following (See Attachment B for breakdown of costs): page 5 NorthPointe 3rd Addition Development Agreement August 2015 i. Administration - 3% of Developer Improvement Costs ii. City Engineering iii. Street lighting installation (by utility company) iv. Traffic signing improvements v. Boulevard tree planting vi. Street, storm sewer and pond maintenance vii. Property Taxes. Should the recording of the Final Plat occur after July 1st, any and all property taxes on any public property dedicated as a part of this plat shall be the responsibility of the Developer. b. If the above escrow amounts are insufficient, the Developer shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow upon notice to the Developer, with suitable documentation supporting the charges. 16. Developer Fees. The Developer also agrees to pay the following fees related to the development of the Subdivision (See Attachment B for breakdown of costs): a. Park Dedication The Park Dedication Fee for this site is calculated as follows: 41 units x $2,500 = $102,500 NorthPointe 3rd Addition varies from the original phasing plan and parkland will be dedicated with Phase IV (anticipated 2016). Future phases and Outlot B (age - restricted multi -family complex) will pay straight park dedication fees per unit at the time of each final plat. Phase IV will dedicate 5.04 acres of parkland, credit trail construction costs and collect or credit any remaining cash balance associated with Phase IV. b. The Developer shall pay all maintenance and energy costs for street lights installed within the Subject Property for 15 months at a cost of $7/month/light. After that the City will assume the costs. c. Sealcoating. The Developer will pay the cost of sealcoating the streets within the development at a cost of $2.70 per square yard of roadway. The sealcoating will be completed within three to seven years following completion of the wear course placement. page 6 NorthPointe 3rd Addition Development Agreement August 2015 d. Aerial Photo Cost Recovery Fees e. Trunk Sewer Unit Charges The City established trunk unit charges to uniformly distribute the costs of public trunk sanitary sewer infrastructure. Each individual connection to the sanitary sewer system shall be charged a unit charge per SAC unit (currently at $3,073 per SAC unit). The unit charge shall be based on the procedure outlined in the Metropolitan Environmental Services Service Availability Charge Procedure Manual. Trunk sewer unit charges addressed under this paragraph are in addition to any SAC charges imposed by Metropolitan Council Environmental Services. An estimate of the total charge and the trunk utility credit for developer installed trunk oversizing is specified in Attachment B. f. Trunk Water Unit Charges g. The City established trunk unit charges to uniformly distribute the costs of public trunk water infrastructure. Each individual connection to the water system shall be charged a unit charge per WAC unit (currently at $4,069 per WAC unit). The unit charge shall be based on the procedure outlined in the Metropolitan Environmental Services Service Availability Charge Procedure Manual. An estimate of the total charge and the trunk utility credit for developer installed trunk oversizing is specified in Attachment B. Surface Water Management Area Charges The City established a trunk area charge to uniformly distribute the costs of public trunk surface water infrastructure and water quality improvements. The Surface Water Management Charge shall be based on developable acreage, in the amount specified in Attachment B. 17. Assessment of Charges and Waiver of Rights. a. In consideration of the construction of City Improvements listed in Paragraph 8 and /or provision of sewer, water and storm water services, the Developer agrees that the costs of City Improvements together with Trunk Sewer Unit Charge, Trunk Water Unit Charge and the Surface Water Management Area Charge (collectively, "the Charges") may be assessed against the Subdivision parcels. The Developer hereby waives any and all procedural and substantive objections to the special assessments, including notice and hearing requirements, any claim that the assessments exceed the benefit to the properties, and any right to appeal. page 7 NorthPointe 3rd Addition Development Agreement August 2015 b. Unless the Developer pays the entire balance owed for the Charges contemporaneously with the execution of this Agreement, the Developer shall provide to the City a cash escrow or irrevocable letter of credit in an amount equal to 35% of the total assessments for the Charges as estimated by the City Engineer (see Attachment B). The letter of credit shall be in a form, and from a bank, as approved by the City. The letter of credit or cash escrow may be used by the City upon default by Developer in the payment of special assessments. The cash escrow or letter of credit shall remain in place throughout the term of the special assessments. c. Developer, its heirs, successors or assigns, agrees that within 30 days after the date of sale of a lot, the Developer, its heirs, successors or assigns, at its own cost and expense, shall pay the entire unpaid Charges assessed or to be assessed under this agreement against such property. d. If a certificate of occupancy is issued before the special assessments have been levied, the Developer, its heirs, successors or assigns shall pay the City the sum of cash equal to 120% of the Engineer's estimate of the special assessments for such Charges that would be levied against the property. Upon such payment the City shall issue a certificate showing the assessments are paid in full. Notwithstanding the issuance of said certificate, the Developer shall be liable to the City for any deficiency and the City shall pay the Developer any surplus arising from the payment based upon such estimate. e. Acceleration upon Default. In the event the Developer violates any of the covenants, conditions or agreements herein, violates any ordinance, rule or regulation of the City, County of Anoka, State of Minnesota or other governmental entity having jurisdiction over the plat, or fails to pay when due any installment of any special assessment levied pursuant to this agreement, or any interest thereon, the City at its option, in addition to its rights and remedies hereunder, after 10 days written notice to the Developer, may declare all of the unpaid special assessments which are then estimated or levied pursuant to this agreement due and payable in full, with interest. The City may seek recovery of such special assessments due and payable from the security provided herein. In the event that such security is insufficient to pay the outstanding amount of such special assessments plus accrued interest the City may certify such outstanding special assessments in full to the County Auditor pursuant to Minnesota Statutes section 429.061, subdivision 3, for collection the following year. The City, at its option, may commence legal action against the Developer to collect the entire unpaid balance of the special assessments then estimated or levied pursuant hereto, with interest, including reasonable attorney's fees, and Developer shall be liable for such special assessments and, if more than one, such liability shall be joint and several. In addition to any other rights and page 8 NorthPointe 3rd Addition Development Agreement August 2015 remedies upon Developer's default, the City may refuse to issue building permits and/or Certificate of Occupancies for any property within the Subdivision until such time as such default has been corrected to the satisfaction of the City. The Developer agrees to reimburse the City for all costs incurred by the City in defense of enforcement of this agreement, or any portion thereof, including court costs and reasonable engineering and attorneys' fees, if the City prevails in any enforcement action. 18. Building Permits. No building permits shall be issued until: a. Site grading, City sewer, water, storm sewer, and bituminous base construction of the streets, by-pass lane, temporary street signs, gas, electric, and telephone are completed and approved by the City. b. A Letter of Map Revision (LOMR) is required before building permits will be issued on Lots 4, 5, and 6, Block 4, NorthPointe 3rd Addition. 19. Special Provisions. a. A south bound by-pass lane on 20th Avenue/CSAH 54 at Red Oak Lane is to be constructed as part of the improvements. The construction shall be coordinated with Anoka County Highway Department. 20. Hours of Construction Activity. All construction activity shall be limited to the hours as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed 21. Insurance. Developer or its general contractor shall take out and maintain until one (1) year after the City has accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of his subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and One Million and no/100 ($1,000,000.00) Dollars for each occurrence; limits for property damage shall be not less then Two Hundred Thousand and no/100 ($200,000.00) Dollars for each occurrence; or a combination single limit policy of One Million and no/100 ($1,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or its general contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the page 9 NorthPointe 3rd Addition Development Agreement August 2015 cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, Section 429.081. 23. General. a. Binding Effect The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subdivision and shall be deemed covenants running with the land. b. Validity. If a portion, section, subsection, sentence, clause, paragraph or phrase in this contract is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Contract. c. Notices Whenever in this agreement it shall be required or permitted that notice or demand be given or served by either party to this agreement to or on the other party, such notice or demand shall be delivered personally or mailed by United States mail to the addresses below by certified mail (return receipt requested). Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail in accordance with the above. The addresses of the parties are as set forth until changed by notice given as above. Tony Emmerich Construction, Inc. Attn: Tony Emmerich 1875 Station Parkway NW page 10 NorthPointe 3rd Addition Development Agreement August 2015 Andover, MN 55304 Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 24. Land Use Controls - Planned Unit Development. a. NorthPointe 3rdAddition is a Planned Unit Development (PUD) as approved by the City Council by Ordinance No. 02-14 and Resolution No. 14-21. b. The building design standards as established in the R-2, Two Family Residential District shall apply to the single family lots except as follows: i. All single family dwellings shall have double garage at minimum. ii. All single family dwellings shall include a front porch that is covered, unenclosed and a minimum of 6 feet in depth. iii. All single family dwelling and garage elevations shall include a variation in exterior building materials such as brick, stone, rock face, concrete block, wood, stucco, vinyl, steel, fiber cement and aluminum siding. iv. Side or rear loaded garages are permitted. The elevation facing the street shall require a minimum of one (1) window. v. The garage doors shall incorporate architectural design features such as decorative windows, panels, hinges, etc. vi. Garages in excess of two stalls shall be broken up so the additional stalls are recessed from the main garage facade. vii. Garage width shall not exceed 32 feet. page 11 NorthPointe 3rd Addition Development Agreement August 2015 DEVELOPER CITY OF LINO LAKES By By Tony Emmerich, President Mayor Its Tony Emmerich Construction, Inc. STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) On this day of ATTEST: By City Clerk , in the year of before me, a Notary Public within and for said County, personally appeared Julianne Bartell, City Clerk of the City of Lino Lakes, who executed the foregoing instrument, attesting to the signature of Jeff Reinert, Mayor and acknowledged that it was executed on behalf of said City. Notary Public STATE OF MINNESOTA COUNTY OF On this day of , 2015, before me, a Notary Public within and for said County, personally appeared Tony Emmerich, of Tony Emmerich Construction, Inc. (Developer), who executed the foregoing instrument. Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 page 12 NorthPointe 3rd Addition Development Agreement August 2015 ATTACHMENT A Legal Description NorthPointe 3rd Addition Outlot D, NorthPointe, according to the recorded plat thereof, Anoka County, Minnesota. And Outlot B, NorthPointe 2nd Addition, according to the recorded plat thereof, Anoka County, Minnesota. page 13 N87°26'04"E 110.09 1 66 SCALE "NCH = 60 FEET -1 • 3 "fes o(I ri V) o N) O o) z 66 DETAIL 43.4°\ 4, 28" W Nps 2 / N/ 45.56p 4, 25, 7 • 43.9928„W ---- ?N17°35 OUTLOT A I 1==== -Drainage & Utility Easement 3051. \N��;%� 681.25 6� \ 39.70 D=00°50'55,, 1 =_= R=681.25 10.09 • \5� \ \\ \I / \I • • 4 /\nT rf\nIIA noun r. vV 1 1 •./1 v V V llVLi A /1-1\11 Ir - /"1 VL_IVVL_ TI I� (-1 If\ ITE \I \-/ \ I r71-,L/II \I 1 L_ O I\ I (-1 1 \I \ Dr-n'\Alt 1 Anlr 1 \I.LI Vnl \ L_f I VL T1 II�)nII\ITL- I r11 x/11 v 1 L_ N88°19'38"E 582.14 z \ )TI (Th I\ 1VLJ1\ I r71 \_/II\I I L_ \ 7 '-SAI AA c(0 i nL_IVI O 6.• so I- - \�O�,O (i) O \ 7"--• CN �\, „S S0 --', S (9(5'9,57C<\ p1/io �So°'- N.01 0 Qi /K v li !�7.\\ Z( � 4�A '86+ 8 \\III \\ I 090 lt 39G1 \, 6SOO�T\ jJ\\ I I \". \`\\ \\I 11 I\ \ \ 1 \\I 1I \ 11 \\\ \\ / 11 \ \ 1 \ \ i i 60�\ I �o (/60 N89°46'03"E (') oo, 304.18 LIJ O [v > �. c\/(o0 `1'10,00 -c cb• iii O. 40 STREET 11.31 N88°19' 35'E-' Z o U' N co N88°19'38"E 301.83 1/1(3)00 LI -1 N N 0 In 00 0 0 o p z � c) � � c � a0�� ��� �� o�NN /A1 Ap_pv= �o�� �o d':-\,,(0... ho AO ^ 1 ,// `� .//, / \-c h9- ,, I /ice, h L1 J 4.9,„ -6`1, >� �' 00 // ,i o -7 �• /--//10� $�1;/ /!f Q -A0' C / CO • 'I ' , // / I n � \( /'�%;--=00°50'55" / -r= / \ /� 0"R=681.25 -L t6// //9_.- 10.09 � � - --7-5 \7. 0 C)/' L � �-I- V./ IT\ c \ 7N, --SEE DETAIL 0 oa o0 / <C o0 , OUTLOT A 30 O r tri N Oto O z lo / k OONI�d� �w N LO o Neb 60 O�o�NI) 0 ?�Zw .5 � dN'1p -/m �0O a R1 59 62 4 (5(; �1� � // 8 , '7-...),)807A,. 7°5 Og"a`?° 0 �1\\ Op') 46 � ,\ A�pO�\\\\ 60.85 ��os<\\ S79°05'50"E�� `\- ; ��`� 1 �\` \ S67°2s 6 E1� 558.30 / 7 S88°19'38"W // / / Drainage & Utility Easement -: =f---' -_T N79• 85 0"0, N67°26'44"W_ 66.70 1 1 / N44°43'47"W,! SQS�j co o�� �.�---___'_-----, /I / /J' '`N 11 /\`\'� 'F� / ,41 \sem o. / 111V '- 4' N 1/1 \o" --8051 ■ °5 '/ yy �/ 7 A \ F vv1��N6 44 23 LO O 1 "Pu.-' \ \ N59 43 ���• 1 '� �� �1s�so°s\ \\ o G 0 G 5 6`b 1 O / ` 5 \ <55 �g0 V. / 4' \\v / / / \\\, / / 1 G�� � /a� G0 47 5 NOFTHPOINTE 3RD w (O N N89°08'22"E (RLS 12263) 310.91 (RLS 12263) \ 1 .J / -11 \ I I L- 1 I VE / OH 185.00 ,1,�/,fir\'0Ayv 7 o I 0 N89°08'22"E,,bcO�°o�,•(\�/ I z �L07 S �� 7.0 mss0 0 ?0^' ° a I _-' 17. 7 9ss l ° 0 _.� \ �G v w o� w a I /// ��� 0 z E �/ /I 1 �� 1 210.00 - // � ° - 00 w a, 0 I /` 1--� 60. N89°08'22"E m /i ° w / / \ \ 'v79°14'0 jg�s N8 80 '7 7cf 0� -If) � I o I1iIII �♦ 0 ' / 14'08., 0 2 E co o/ I N A °� / I 38„E �/ \ �° �� _- lv �O / If 33 .85 S89°08'22"W 09 zo I �♦ " ♦ / 219.91.,,,,„--- 8,"E / 243.00 -�� . Q 9 �o'� � �\j / i ii' //,:7 \''' 7. 0o EN co o� Drainage & Utility Easement--•- �\ \�°v •i / 589°08'22"W 243.00 i 4' 1 � 46 71.93 i6-;)5,/, �' �°o \ I 0 „ R=165.00 o �` \\ \ \ /1/ / 6�=24 58'45" 573 15'45"W �, \ C.L.=71.37 87.64�i '� C.B.=N76°38'59"E 20.19 \ N08°47'56"W _7 \ J N89°0822"E 291.61 �. f _���'"��-1 (- J ,44°30'56 W h/\// , / I 'm` /�1 AIL u / OG GS _ i 1 / \ ' sb�° �( 5S �2 �� �6 \/ 5-,1'\c' o, D G� c- �.o�l J S1 DGyIx o - 1 041'53„W // 583 4 09 -- OUTLOT B For the purposes of this plat, the most southerly line of Outlot D, NORTHPOINTE is assumed to have a bearing of South 89 degrees 57 minutes 14 seconds West. GRAPHIC SCALE 0 60 120 240 (SCALE IN FEET) 1 INCH = 120 FEET Carlson McCain ENVIRONMENTAL - ENGINEERING - SURVEYING 762.01 S89°57'14"W DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5-7 5 0 (IP OPEN) being 5 feet in width, and adjoining side lot lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. • 00 V) ON (p o (y z • 7. JIL • / I 0 131 0- �� IT.o 0 /) 0) o 0 00 z z • , - Drainage & Utility Easement-== / • i v/ • / / • \)< • • AIL -The most (IP OPEN) • S44°14'12"E ' 71.00`--__ • o°' 6/ 554°1625.02'02"E -- �, i 1 Not Tangent----- • angent---- o73,S, o ,9 1 -1 ♦ ei •/ Z <o 'c I' / / 103° ''1'O L 'S4 / �ca'L r" Y• / /(0°`.40 204.99 N84°40'29 E southerly line of Outlot D, NORTHPOINTE 1 I I ♦ O • Denotes 1/2 inch by 14 inch iron monument set or to be set within one year of recording of this plat and marked with license number 40361 Denotes Found Iron Monument, marked with license number 40361 unless otherwise noted 1129.09 S89°57'1 4"W Denotes Right of Access dedicated to the State of Minnesota per the plat of NORTHPOINTE Denotes Wet Land location ,7, 50 -(MNDOT ROW MON.) LIJ L( j r1 Variable Width LIJ • •cC -i L L1J / / / / / / / / / I I I I I I I CITY OF LINO LAKES COUNTY OF ANOKA ADDITIoN SEC. 25, TWP. 31, RGE. 22 KNOW ALL PERSONS BY THESE PRESENTS: That Tony Emmerich Construction, Inc., a Minnesota corporation, owner of the following described property: Outlot D, NORTHPOINTE, according to the recorded plat thereof, Anoka County, Minnesota. And Outlot B, NORTHPOINTE 2ND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. Has caused the same to be surveyed and platted as NORTHPOINTE 3RD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown on this plat. In witness whereof said Tony Emmerich Construction, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 TONY EMMERICH CONSTRUCTION, INC. Anthony J. Emmerich, President STATE OF COUNTY OF This instrument was acknowledged before me on by Anthony J. Emmerich, President of Tony Emmerich Construction, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public, My commission expires I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 STATE OF COUNTY OF This instrument was acknowledged before me on by Thomas R. Balluff. Notary Public, My commission expires CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of NORTHPOINTE 3RD ADDITION was approved and accepted by the Cit Lino Lakes, Minnesota at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Council of the City of Section 505.03, Subd. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA By: , Mayor By: , Clerk COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Larry D. Hoium Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Property Tax Administrator By , Deputy COUNTY RECORDER/REGISTRAR OF TITLES County of Anoka, State of Minnesota I hereby certify that this plat of NORTHPOINTE 3RD ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record this day of 20 at o'clock .M. and was duly recorded in Book Page as Document Number County Recorder/Registrar of Titles By , Deputy SHEET 1 OF 2 SHEETS NORTHPOINTE 3RD ADDITIO\ INSET 'A' 2 `Y6.j�4 F nADc) 00 �D (ro • / 00 .y5-5 1 /I/ / `'O OO coo / r N') co N88°1 9'38"E 301.83 159.70 1 2 19 18 60•6°_r - s1661\'' 0.64 516036, 32' W 17 0 O O 11.31 N88°19'35"E 86.36 20 zl 00\ 01 T_)�rT I =09°42'39 R72.8880 ++V °!D ,0. c)..6`L� „' N87°26'04"E 110.09 11 1 03 01 24 c \ S,6°55'12"W D II 13228 23 9-���\ SN 6 °O 159' 0/pp. 7 p=12°07'43"- 91.31 DOGw°°DO 156.79_ - 2 023300" 0 61.51 4 \\ •-•..(,)•00 s,,, / 57.67 / 45_16 / 43°57'39.n 161.65 79.85 _ - n' l- I nT 1 7 1 L_U 1 I 15 --- 79.29 _ - N84°37'58"E II l0 4 10 0�I z / / \ 1°0g - 15A� 1°12 01" p R 6 90.0 j i YpgEs 11/45333 E G. 6'I Ce" 0. 1 7 C S 80.24, n" V (s) P 0 o N 1 p-05°34'21 " J - 67.11 it 3 63.82 14 5 n� 0 II 1 110.00 N7 8025' 17"E 30.00 30 2 110 00 N CO X00 z II J 3 3 22 cP 67.05_ 13 12 cso 5-5 A4436 - / N00°51'38"W 2 6 70.00 N00°51 '38"W 70.00 • I Drainage &10 /,==-Utility Easement 103 8 70.00 CN 91 00 ux 0 STREET 378.00 -00 8739-, 9 80.00 0 0 tri to NY o 5-5 5-5 Cz .10 cP 2 3 4- 15 cP 0.1 N79°4 -9'13"E 15 30 30 ton 0 0 30.00 • g5. -S1$ 5 ltd‘ 4 18 5 <59 60.84 70.00 7 CO 5 70.00 0 0 70.00 6 La 70.00 210.00 N 89°08' 22" E oo 70.00 7 70.00 7 o o 0 0 185.00 N89°08'22"E DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5- 0 tul 9 L/70 4 5 125.00 N89°08'22"E 6 5 0 co o 1 being 5 feet in width, and adjoining side lot lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. 0 125.00 N89°08'22"E N89°08'22"E 69.30- • GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET CITY OF LINO LAKES COUNTY OF ANOKA SEC. 25, TWP. 31, RGE. 22 For the purposes of this plat, the most southerly line of Outlot D, NORTHPOINTE is assumed to have a bearing of South 89 degrees 57 minutes 14 seconds West. 0 Denotes 1 /2 inch by 14 inch iron monument set or to be set within one year of recording of this plat and marked with license number 40361 Denotes Found Iron Monument, marked with license number • 40361 unless otherwise noted rn Carlson r McCain ENVIRONMENTAL ENGINEERING SURVEYING SHEET 2 OF 2 SHEETS PROJECT: NORTHPOINTE 3RD ADDITION APPLICANT: Tony Emmerich, Inc. IMPROVEMENTS ATTACHMENT B NUMBER OF REU's: 41 COST NOTES DEVELOPER IMPROVEMENT COSTS SITE GRADING $0 EROSION CONTROL $13,450 LANDSCAPING $6,100 STREETS $367,250 STORM SEWER CONST. $119,300 SANITARY SEWER CONST. $165,000 WATERMAIN CONST. $180,000 ENGINEERING & SURVEYING $8,960 Total $860,060 $1,075,075 Surety Agreement Option is 125% CITY IMPROVEMENT COSTS TRUNK SANITARY SEWER $125,993 $3,073/REU TRUNK SANITARY SEWER CREDIT $0 Estimated until final construction TRUNK WATERMAIN $166,829 $4,069/REU TRUNK WATERMAIN CREDIT ($90,500) Estimated until final construction TOTAL TRUNK FEES $202,322 SURFACE WATER MANAGEMENT $75,112 SURFACE WATER MANAGEMENT CREDIT $0 Total $277,434 Letter of Credit Amount X 35% $97,110 8/20/2015 $1,832/REU ($0.12/SF Includes 1, 2, 4, & 6) ESCROW PLANNING REVIEW $1,500 ADMINISTRATION $25,810 3% of construction ENGINEER PLAN REVIEW $2,000 ENGINEER CONSTRUCTION SERVICES $25,500 PROJECT FINAL DOCUMENTS & CITY ENGINEER $2,500 STREET LIGHT INSTALLATION $15,000 (6 lights) $2,500/Light STREET & STORMWATER MAINTENANCE $2,500 PROPERTY TAXES $0 If final plat between July 1 and Dec. 31 Total $74,810 FEE DEPOSIT PARK DEDICATION $102,500 (41 units) $2,500/res unit: $2,175/com ac PARK DEDICATION CREDIT $0 SEAL COATING FEE $18,900 $2.70/SY of road AERIAL PHOTO FEE $3,690 $90/Lot STREET LIGHTING OPERATION $630 $105/Light Total $125,720 SUMMARY OF COSTS LETTER OF CREDIT DEVELOPER IMP'MENT COSTS $1,075,075 LETTER OF CREDIT CITY IMPROVEMENT COSTS $97,110 ESCROW $74,810 FEES $125,720 ATTACHMENT C PUBLIC IMPROVEMENT SURETY AGREEMENT NorthPointe 3rd Addition THIS AGREEMENT is entered into on , 2015, by (hereinafter "Escrow Agent"), City of Lino Lakes (hereinafter "City"), and Tony Emmerich Construction, Inc. (hereinafter "Developer"). RECITALS WHEREAS, City and Developer have entered into a Development Contract and Planned Unit Development Agreement dated pursuant to which Developer has agreed to deposit certain funds as identified in Paragraph 2 below in escrow in lieu of a letter of credit; and WHEREAS, Developer agrees to privately construct improvements serving the property legally described on attached Attachment A; and WHEREAS, City and Developer desire that Escrow Agent disburse the advances and Escrow Agent is willing to do so on the terms and conditions hereinafter set forth yet not providing any title or mechanic lien clearance services; and, WHEREAS, capitalized terms used, and not otherwise defined herein, shall have the meanings set forth in the Development Contract & Planned Unit Development Agreement; and NOW THEREFORE, in consideration of the foregoing recitals and other good and valuable consideration, it is agreed between the parties as follows: 1. Developer will deposit escrowed funds in the amount of $1,075,075.00 with Escrow Agent. 2. The Escrow Agent is authorized and directed to disburse the funds deposited hereunder to Developer to pay the costs of construction of the identified improvements (See Attachment B) to be constructed on the described real property as such property is identified in the Development Contract & Planned Unit Development Agreement. The number of permissible draws and the fees to be charged therefore is as is set forth herein. 3. Prior to each disbursement of funds by the Escrow Agent to the Developer, the City and Escrow Agent must be furnished with the following items: a. Sworn Construction Statement, setting forth all contractors and material suppliers with whom the Developer has contracted, the amounts of each contract, the amounts paid -to -date, the amounts being requested, and the balances due. b. The draw request by the Developer for the requested disbursement. c. Written Approval by the City of the disbursement request, which approval shall (i) not be unreasonably withheld or delayed, and (ii) be provided within ten (10) business days following the date submitted by the Escrow Agent [in accordance with Paragraph 7 below] with confirmation from the Escrow Agent that Developer has provided all of the items required to be submitted under this Paragraph 3. Failure by the City to respond to such request within such 10 business day approval period shall automatically be deemed to be City's approval to same. Escrow Agent may communicate with City electronically relative to these requests. d. Full or partial, up-to-date lien waivers; plus affidavits supporting lien waivers and releases of lien if necessary, in a form satisfactory to Escrow Agent and City. e. A list showing each Contractor/Vendor to be paid from the current Draw Request, the amount of payment, and the category of cost as shown on the Sworn Construction Statement for which such payment are to be made. f. Such other supporting evidence as may be reasonably requested by the City or Escrow Agent to substantiate all payments that are to be made out of the relevant Draw Request and/or to substantiate all payments, then made with respect to the Project. 4. Escrow Agent's charges for all of the escrow services to be provided for pursuant to this Agreement are $150.00 per draw. 5. No draw requests shall be made by Developer while another is pending or in the event the City has declared default under the Development Contract & Planned Unit Development Agreement. 6. At the time of submission of the final Draw Request, which shall not be submitted before completion of the Project, including all landscape requirements, Developer shall submit to City and Escrow Agent, in addition to the requirements listed in Paragraph 3 above the following: a. A written lien waiver from all Contractors for work done and materials furnished for the Project. b. Such other supporting evidence as may be reasonably requested by the City or Escrow Agent to substantiate all payments, which are to be made out of the final Draw Request and/or to substantiate all payments, then made with respect to the Project. c. Satisfactory evidence that all work requiring inspection by Governmental Authorities having jurisdiction, including the City, has been duly inspected and approved by such authorities and that all requisite certificates of occupancy, if applicable, and other approvals have been issued. d. Final Sworn Construction Statement. e. The Developer's general contractor shall submit a 1 year warranty bond, in a form satisfactory to the City Attorney, from the date of Project acceptance and all required IC -134 documents. 7. Not later than five business days following receipt of the documents delivered to it pursuant to the above paragraphs, the Escrow Agent will notify in writing the City as to whether the delivered documents are satisfactory to it. If documents are missing, the Escrow Agent will advise City and Developer. If the documents are supplied to the satisfaction of the City and Escrow Agent, Escrow Agent will within 3 business days transmit to the Developer the amount applied for in the relevant draw request. 8. Developer will pay parties identified in the relevant draw request, the amounts shown therein. Payment will only be made upon receipt of signed lien waivers for the amount requested. 9. The Escrow Agent will keep and maintain books and records in sufficient detail to reflect the disbursements made by it hereunder. City and Developer may, during normal business hours, examine the books and records of Escrow Agent pertaining to the disbursements made by it hereunder. The Escrow Agent shall notify the City and Developer when fund balance is less than $25,000. 10. No liability is assumed by Escrow Agent or City to the Developer or contractors as regards protection against mechanic's lien or title claims. 11. Functions and duties assumed by the Escrow Agent include only those described in this Agreement, and the Escrow Agent is not obligated to act except in accordance with the terms and conditions of this Agreement. Escrow Agent does not insure that the building or construction will be completed, or that the building when completed will be in accordance with the plans and specifications, or that sufficient funds will be available for completion. The funds placed in escrow shall be maintained in a non-interest bearing account 12. Escrow Agent acknowledges receipt of escrowed funds upon execution of this document. 13. This Agreement shall be binding upon the parties hereto and their respective successors and assigns. 14. This Agreement can be amended or modified only by a written Amendment, written and signed by all of the parties hereto. 15. Escrow Agent shall place all received funds in a FDIC insured account. 16. Prior to the execution of this Agreement, the Escrow Agent shall submit financial statements to the City Attorney for review and approval. 17. If directed by the City in its reasonable business judgment, the Developer shall submit additional security to address change orders or unanticipated Project costs which costs will be reasonably agreed upon by the City and Developer. 18. The parties hereto, agree that each party's legal cost incurred to draft and / or negotiate this Agreement on behalf of such party shall be the sole responsibility of the party incurring same. 19. Time is of the essence as to each provision of this Agreement. 20. All notices required or permitted under this Agreement shall be (i) delivered to the addresses set forth below, and (ii) mailed, delivered or transmitted by one party to the other(s) and such notice shall be deemed given and effective: upon receipt if personally delivered; upon receipt if sent by telecopy or electronic mail; upon receipt or upon the date of first attempted delivery, if sent by certified or registered mail with postage prepaid, return receipt requested, or if sent by Federal Express or other nationally recognized carrier service; or upon receipt if sent in any other way. Any party hereto may from time to time, by written notice to the other parties, designate a different address which shall be substituted for the one specified below. 21. In the event the City declares default under the Development Contract & Planned Unit Development Agreement this Escrow agreement shall terminate and all funds held in escrow shall be remitted to the City for application to obligations specified under the Development Contract & Planned Unit Development Agreement Escrow Agent: City: Developer: City of Lino Lakes Attn: Michael Grochala 600 Town Center Parkway Lino Lakes, Minnesota 55014 Tony Emmerich Construction, Inc. C/O Tony Emmerich 1875 Station Parkway NW Andover, Minnesota 55304 22. This Agreement may be executed in any number of counterparts, each of which shall be an original but all of which shall constitute one and the same instrument. The delivery of an executed counterpart of this Agreement by facsimile or PDF or similar attachment to an email in accordance with Paragraph 21 above shall constitute effective delivery of such counterpart for all purposes with the same force and effect as the delivery of an original, executed counterpart. 23. All remaining funds, following City review and approval, shall be sent to the Developer in a timely manner. ESCROW AGENT Escrow Agent STATE OF MINNESOTA ss. COUNTY OF ANOKA On this day of , 2015, before me, a Notary Public within and for said County, personally appeared (Escrow Agent), who executed the foregoing instrument. Notary Public DEVELOPER CITY OF LINO LAKES By By Tony Emmerich, President Mayor Its Tony Emmerich Construction, Inc. STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) ATTEST: By City Clerk On this day of , in the year of before me, a Notary Public within and for said County, personally appeared Julianne Bartell, City Clerk of the City of Lino Lakes, who executed the foregoing instrument, attesting to the signature of Jeff Reinert, Mayor and acknowledged that it was executed on behalf of said City. Notary Public STATE OF MINNESOTA ) ss. COUNTY OF ANOKA On this day of , 2015, before me, a Notary Public within and for said County, personally appeared (Developer), who executed the foregoing instrument. Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 CITY COUNCIL AGENDA ITEM 6C STAFF ORIGINATOR: Michael Grochala MEETING DATE: August 24, 2015 TOPIC: Resolution No. 15-88, Approving Declaration of Restrictions and Covenants for Project Specific Wetland Replacement, Birch Street Turn Lanes and Utility Improvements. VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council approval of the restrictions and covenants for the replacement wetland created as part of the Birch Street Turn Lane and Utility Improvements. BACKGROUND The construction of turn lanes along Birch Street and Centerville Road will require approximately .86 acres of wetland mitigation. It is proposed that .56 acres will be mitigated on- site and the balance purchased from the Wollan Park wetland bank being currently established. Under the conditions of Rice Creek Watershed District Permit No. 15-38 a Declaration of Restrictions and Covenants covering the replacement wetland must be recorded against the property. This is a requirement of the Wetland Conservation Act. RECOMMENDATION Staff recommends adoption of Resolution No. 15-88. ATTACHMENTS 1. Resolution No. 15-88 2. Declaration of Restrictions and Covenants for Project Specific Wetland Replacement 3. Wetland Mitigation Project Plan CITY OF LINO LAKES RESOLUTION NO. 15-88 RESOLUTION APPROVING DECLARATION OF RESTRICTIONS AND COVENANTS FOR PROJECT SPECIFIC WETLAND REPLACEMENT BIRCH STREET TURN LANES AND UTILITY IMPROVEMENTS WHEREAS, the Birch Street Turn Lane and Utility improvement project required mitigation of wetland impacts; and WHEREAS, a portion of the required mitigation will be completed on-site, and WHEREAS, such improvements are subject to the requirements of the Rice Creek Watershed District; and WHEREAS, the RCWD permit no. 15-038 requires a Declaration of Restriction and Covenants for Project Specific Wetlands, NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Declaration of Restrictions and Covenants for Project Specific Wetland Replacement and authorizes the Mayor and Clerk to sign on behalf of the City. Adopted by the Council of the City of Lino Lakes this 24th day of August, 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 (Above Space is Reserved for Recording Information) Minnesota Wetland Conservation Act Declaration of Restrictions and Covenants for Project -Specific Wetland Replacement Replacement Wetland Declarant: City of Lino Lakes General Location of Replacement: Sec. 26, Twp. 31N, Rge.22W, County of Anoka This Declaration of Restrictions and Covenants for Project -Specific Wetland Replacement Wetland (Declaration) is made this day of August, 2015 by the undersigned Declarant: RECITALS A. The Declarant holds the fee title or perpetual easement on the real property described in Exhibit A, attached hereto. B. This real property is the site of a Replacement Wetland, as defined in Minnesota Rules 8420.0111, subp. 60. Exhibit B, attached hereto, is a map or survey of the subject Replacement Wetland. C. The Declarant is seeking approval of (1) a replacement plan under Minnesota Statutes section 103G.222. D. The Replacement Wetland is subject to the Wetland Conservation Act of 1991, as amended, Minnesota Statutes section 103G.222 et seq., and all other provisions of law that apply to wetlands, except that the exemptions in Minnesota Statutes section 103G.2241 do not apply to the Replacement Wetland, pursuant to Minnesota Rules 8420.0420. E. The Local Government Unit (LGU) charged with approval of the Replacement Plan is Rice Creek Watershed District, whose address is 4325 Pheasant Ridge Dr NE, Blaine, MN 55449 F. All references in this instrument to Minnesota Statutes and Rules are to the Statutes and Rules currently in effect and as amended or renumbered in the future. BWSR Forms 11-25-09 Page 1 of 4 RESTRICTIONS AND COVENANTS The Declarant makes the following declaration of restrictions and covenants for the Replacement Wetland. These restrictions and covenants shall run with the land, and bind Declarant, and Declarant's heirs, successors, and assigns: 1. The Declarant shall maintain a Replacement Wetland of the size and type specified in the replacement plan approved by the LGU and on file at the offices of the LGU. Declarant shall not make any use of the Replacement Wetland that would adversely affect the functions or values of the wetland as determined by Minnesota Rules 8420.0522, and as specified in the replacement plan. 2. Declarant shall pay the costs of maintenance, repairs, reconstruction, and replacement of the Replacement Wetland, which the LGU or the State of Minnesota through the Minnesota Board of Water and Soil Resources may deem necessary to comply with the specifications for the Replacement Wetland in the approved replacement plan. 3. Declarant grants to the LGU, the State of Minnesota, and the agents and employees of the LGU and the State of Minnesota, reasonable access to the Replacement Wetland for inspection, monitoring, and enforcement purposes. This Declaration grants no access to or entry on the lands described to the general public. 4. Declarant represents that he or she has a fee simple or easement interest in the land on which the Replacement Wetland is or will be located. Declarant represents that he or she has obtained the consent of all other parties who may have an interest in the land on which the Replacement Wetland is or will be located to the creation of the restrictions and covenants herein, and that, all such parties have agreed in writing to subordinate their interests to these restrictions and covenants, pursuant to the attached Consent and Subordination Agreement(s). 5. Declarant shall record or file this Declaration, pay all costs associated with recording or filing, and provide proof of recording or filing to the LGU. If this Declaration is given pursuant to a replacement plan, such proof shall be provided to the LGU before proceeding with construction of the Replacement Wetland. 6. Acknowledge that this Easement shall be unlimited in duration, without being re- recorded. This Easement shall be deemed to be a perpetual conservation easement pursuant to Minn. Stat. ch. 84C. 7. If the replacement plan approved by the LGU and on file at its offices requires the establishment of areas of native vegetative cover, the term "Replacement Wetland" as used in this Declaration shall also include the required areas of permanent vegetative cover, even if such areas are not wetlands. All provisions of this Declaration that apply to the Replacement Wetland shall apply equally to the required areas of native vegetative cover. In addition, the Declarant: BWSR Forms 11-25-09 Page 2 of 4 (a) Shall comply with the applicable requirements of Minnesota Rules 8420.0526; (b) Shall, at Declarant's cost, establish and maintain permanent vegetative cover on areas specified in the replacement plan for native vegetative cover, including any necessary planting and replanting thereof, and other conservation practices, in accordance with the replacement plan; (c) Shall not produce agricultural crops on the areas specified in the replacement plan; (d) Shall not graze livestock on the areas specified in the replacement plan or; (e) Shall not place any materials, substances, or other objects, nor erect or construct any type of structure, temporary or permanent, on the areas specified in the replacement plan, except as provided in the replacement plan; (0 Shall, at Declarant's cost, be responsible for weed control by complying with noxious weed control laws and emergency control of pests necessary to protect the public health on the areas specified in the replacement plan; and (g) Shall comply with any other requirements or restrictions specified in the replacement plan, including, but not limited to, haying, mowing, timber management or other vegetative alterations that do not enhance or would degrade the ecological functions and values of the replacement site. 8. This Declaration may be modified only by the joint written approval of the LGU and the State of Minnesota through the Minnesota Board of Water and Soil Resources. If the Replacement Wetland has been used to mitigate wetland losses under the Federal Water Pollution Control Act, the U.S. Army Corps of Engineers (or successor agency) must also agree to the modification in writing. Such modification may include the release of land contained in the legal description above, if it is determined that non -wetland areas have been encumbered by this Declaration, unless the approved replacement plan designates these non -wetland areas for establishment of permanent vegetative cover. 9. This Declaration may be enforced, at law or in equity, by the LGU, or by the State of Minnesota. The LGU and the State of Minnesota shall be entitled to recover an award of reasonable attorneys fees from Declarant in any action to enforce this Declaration. The right to enforce the terms of this Declaration is not waived or forfeited by any forbearance or failure to act on the part of the State or LGU. If the subject replacement area is to be used partially or wholly to fulfill permit requirements under the Federal Water Pollution Control Act or a federal farm program, then the provisions of this Declaration that run to the State or the LGU may also be enforced by the United States of America in a court of competent jurisdiction. 10. This Declaration must be recorded and proof of recording submitted to the LGU or other regulatory authority in order to be valid. BWSR Forms 11-25-09 Page 3 of 4 IN WITNESS WHEREOF, this day of , 20 CITY OF LINO LAKES By Mayor By City Clerk State of Minnesota ) ) ss. County of Anoka ) This instrument was acknowledged before me on , 2015, by Jeff Reinert as Mayor, and Julianne Bartell as City Clerk, of the City of Lino Lakes, Minnesota. Notary Public Attachments: [X] Exhibit A (legal description) [X] Exhibit B (map or survey of Replacement Wetland) This instrument drafted by:alh BWSR Forms 11-25-09 Page 4 of 4 Project Name and/or Number: Centerville Road and Birch Street Turn Lane Project PART ONE: Applicant Information If applicant is an entity (company, government entity, partnership, etc.), an authorized contact person must be identified. If the applicant is using an agent (consultant, lawyer, or other third party) and has authorized them to act on their behalf, the agent's contact information must also be provided. Applicant/Landowner Name: City of Lino Lakes (Diane Hankee) Mailing Address: 600 town Center Parkway; Lino Lakes, MN 55014 Phone: 651-982-2430 E-mail Address: Diane.hankee@ci.lino-lakes.mn.us Authorized Contact (do not complete if same as above): Mailing Address: Phone: E-mail Address: Agent Name: WSB & Associates, Inc. (Alison Harwood) Mailing Address: 701 Xenia Ave 5, Ste 300; Minneapolis, MN 55416 Phone: 763-231-4847 E-mail Address: aharwood@wsbeng.com PART TWO: Site Location Information County: Anoka City/Township: Lino Lakes Parcel ID and/or Address: Approximately 900 feet west and 500 feet south of the Centerville Rd/Birch St intersection Legal Description (Section, Township, Range): 526, T31N, R22W Lat/Long (decimal degrees): -93.055, 45.145 Attach a map showing the location of the site in relation to local streets, roads, highways. Approximate size of site (acres) or if a linear project, length (feet): If you know that your proposal will require an individual Permit from the U.S. Army Corps of Engineers, you must provide the names and addresses of all property owners adjacent to the project site. This information may be provided by attaching a list to your application or by using block 25 of the Application for Department of the Army permit which can be obtained at: http://www.mvp.usace.army.mil/Portals/57/docs/regulatory/RegulatoryDocs/engform 4345 2012oct.pdf PART THREE: General Project/Site Information If this application is related to a delineation approval, exemption determination, jurisdictional determination, or other correspondence submitted prior to this application then describe that here and provide the Corps of Engineers project number. A wetland delineation for the Fire Station property was submitted and approved the RCWD (LGU). A wetland delineation for the turn lane areas along Centerville Road and Birch Street was completed in October 2014 and is anticipated to be approved in Spring 2015, pending field review. No RCWD or COE project numbers have been assigned to this project. Describe the project that is being proposed, the project purpose and need, and schedule for implementation and completion. The project description must fully describe the nature and scope of the proposed activity including a description of all project elements that effect aquatic resources (wetland, lake, tributary, etc.) and must also include plans and cross section or profile drawings showing the location, character, and dimensions of all proposed activities and aquatic resource impacts. Project Purpose: The City of Lino Lakes proposes to construct two entrances and right -turn lanes to the future Fire Station and fire station roadway; one approximately 500 feet south of the Centerville Road/Birch Street intersection and one approximately 900 feet west of the intersection. The entrances will serve the Fire Station, which is scheduled for completion in December 2015. The purpose of the project is to provide access to emergency service vehicles. Construction of the entrances and the turn lanes will impact three wetlands within the project area. These impacts are a result of construction of the roadways and slopes. Project Need: Development within the City of Lino Lakes is expected to continue and will expand to the southern portion of the city limits. Therefore, the city needs to provide appropriate emergency response to existing and future developments. The city currently has one fire station that serves the city limits. This fire station is located in the northwestern quadrant of the city. When fire emergencies call for assistance from only the fire stations within the city limits, response time approaches unacceptable levels for some areas of Lino Lakes. According to NFPA 1720, rural areas should have a total response time (dispatch to unit arrival) of less than 14 minutes, the suburban areas less than 10 minutes, and the urban and metropolitan areas less than 9 minutes. Lino Lakes has areas of the city that are within each of these categories. The city conducted a study of response times from 2010- 2013 and determined that fire incident response times were at unacceptable levels for certain areas of the city. Figure 8 below, which has been borrowed from the City of Lino Lakes Fire Department Analysis, illustrates the lack of response time in the south and southeast portion of the city (14+ minutes). Figure fi: Drive Time from Lino Lakes Station Only Map Key Lino Lakes City Lents • Lina Lakes Fire Station ()rive Times 0.6 Minutes 5-S Mewing 4-14 Minutes 14+ Minutes utir,i [, do Csgi e/t cele, FAO Ha. Mm. 1.1.111ny Sae ]Ma nim f.ke. Wolf e N e� ilii lnr.91l• Ci -an C)i IMI. .1_31. The Centennial Fire District (CFD) also serves the City of Lino Lakes in certain emergency situations. However, the City of Lino Lakes has approved to remove itself from the CFD service area. As a result, the city determined there is a need to provide an additional fire station within the city to serve the south and southeastern portions of the city. The parcel southeast of the intersection of Birch Street and Centerville Road is a central location and provides for improved response times to the south and southeastern areas of the city. Addition of this fire station will result in response times of less than 14 minutes in most areas of the city (see Figure 10 below). Figure 10: Drive time from Current and Proposed Lino Lakes Stations Map Key Lino Lakes City Limit • Lino Lakes Fire Station 410 Proposed St&Bon (Birth Street) Drive Times 0-6 Minuses 6-9 Minuses 9.14 klinutes 14+ Minutes s Hllt AIIII), Construction of the proposed fire station is scheduled to begin in May 2015 and be completed in December 2015. A temporary entrance, located approximately 250 feet west of the intersection, will serve as the entrance to the fire station during and immediately following construction, until such time that the turn lanes and new entrances are completed (Figure 2). Due to Anoka County Access Spacing requirements, this access is not a permanent solution for entry to the parcel because there is not sufficient space for east -bound vehicles to stack prior to turning. Two permanent entrances are proposed to serve the fire station; one approximately 900 feet east of the intersection on Birch Street, and one approximately 330 feet south of the intersection on Centerville Road. This fire department is staffed by on-call responders; it is not staffed 24-7. Providing an access to the fire station off of both Centerville Road and Birch Street reduces response time by allowing first responders to get to the fire station as quickly as possible. Were there to be only one entrance, some emergency responders may be delayed as a result of traveling through the intersection. Project Name and/or Number: Centerville Road and Birch Street Turn Lane Project Construction of the two permanent entrances and the turn lanes/bypass lanes that serve them will result in wetland impact. These impacts are discussed in detail in Part Four of this application. PART FOUR: Aquatic Resource Impact' Summary If your proposed project involves a direct or indirect impact to an aquatic resource (wetland, lake, tributary, etc.) identify each impact in the table below. Include all anticipated impacts, including those expected to be temporary. Attach an overhead view map, aerial photo, and/or drawing showing all of the aquatic resources in the project area and the location(s) of the proposed impacts. Label each aquatic resource on the map with a reference number or letter and identify the impacts in the following table. Aquatic Resource ID (as noted on overhead view)remove Aquatic Resource TypeCommunity (wetland, lake, tributary etc.) Type of Impact (fill, excavate, drain, or vegetation) Duration of Impact Permanent (P) or Temporary 1 (T) Size of Impact2 Overall Size of Aquatic 3 Resource Existing Plant Type(s) in 4 Impact Area County, Major Watershed #, and Bank Service Area # s of Impact Area Wetland B Wetland Fill P 0.25 ac N/A Type 3 Anoka, Wshd #20, BSA 7 Wetland C Wetland Fill P 0.15 ac N/A Type 3 Anoka, Wshd #20, BSA 7 Wetland D Wetland Fill P 0.03 ac N/A Type 3 Anoka, Wshd #20, BSA 7 llf impacts are temporary; enter the duration of the impacts in days next to the "T". For example, a project with a temporary access fill that would be removed after 220 days would be entered "T (220)". 2lmpacts less than 0.01 acre should be reported in square feet. Impacts 0.01 acre or greater should be reported as acres and rounded to the nearest 0.01 acre. Tributary impacts must be reported in linear feet of impact and an area of impact by indicating first the linear feet of impact along the flowline of the stream followed by the area impact in parentheses). For example, a project that impacts 50 feet of a stream that is 6 feet wide would be reported as 50 ft (300 square feet). 3This is generally only applicable if you are applying for a de minimis exemption under MN Rules 8420.0420 Subp. 8, otherwise enter "N/A". 4Use Wetland Plants and Plant Community Types of Minnesota and Wisconsin 3rd Ed. as modified in MN Rules 8420.0405 Subp. 2. 5Refer to Major Watershed and Bank Service Area maps in MN Rules 8420.0522 Subp. 7. If any of the above identified impacts have already occurred, identify which impacts they are and the circumstances associated with each: None of the above impacts have occurred. Wetland 8: Wetland B is located along the ditch on the east side of Centerville Road, south of the Birch Street intersection. Approximately 0.25 ac of this Type 3 wetland will be impacted by the construction of a turn lane off of Centerville Road and the extension of the road to connect to the central fire station road. The construction will include a 12 -foot turn lane with 1:4 slopes. The turn lane will be 300 feet long and then will taper back to Centerville Road at a 1:15 for an additional 180 feet. The extension to the fire station road will be 32 feet wide. The entrance itself includes two 14 -foot wide lanes (one for entry and one for exit). A center island will be constructed between the entry and exit lanes to eliminate the ability for vehicles on Centerville to make left turns onto the fire station road. Wetland C: Wetland C is located north of Birch Street, east of the intersection with Centerville Road. Approximately 0.15 acre of this wetland will be impacted for the construction of a bypass lane on Birch Street. The bypass lane will be a 250 -foot, 12 - foot wide lane with 1:15 tapers on either side resulting in a 610 -foot bypass section. The roadway cross section includes 1:4 slopes. 1 The term "impact" as used in this joint application form is a generic term used for disclosure purposes to identify activities that may require approval from one or more regulatory agencies. For purposes of this form it is not meant to indicate whether or not those activities may require mitigation/replacement. Wetland D: Wetland D is located south of Birch Street, east of the intersection with Centerville Road. Approximately 0.03 acre of Type 3 wetland will be impacted for the construction of a right -turn lane and extension to the fire station road. The construction of the turn lane will include a 12 -foot turn lane with 4:1 slopes. The turn lane will be 300 feet long and then will taper back at a 1:15 for an additional 180 feet. The extension onto the fire station road includes three 14 -foot lanes; one entrance lane, one right -turn lane, and a left -turn lane (42 feet total). PART FIVE: Applicant Signature ri Check here if you are requesting a pre -application consultation with the Corps and LGU based on the information you have provided. Regulatory entities will not initiate a formal application review if this box is checked. By signature below, I attest that the information in this application is complete and accurate. I further attest that I possess the authority to undertake the work described herein. Signature: Date: I hereby authorize WSB & Associates, Inc. (Alison Harwood) to act on my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this application. Project Name and/or Number: Centerville Road and Birch Street Turn Lane Project Attachment C Avoidance and Minimization Project Purpose, Need, and Requirements. Clearly state the purpose of your project and need for your project. Also include a description of any specific requirements of the project as they relate to project location, project footprint, water management, and any other applicable requirements. Attach an overhead plan sheet showing all relevant features of the project (buildings, roads, etc.), aquatic resource features (impact areas noted) and construction details (grading plans, storm water management plans, etc.), referencing these as necessary: The purpose and need for the project is discussed in Part Three of this application. The city proposes to construct turn lanes and extensions onto the fire station road which is being constructed as part of the proposed Fire Station project. The west access will be approximately 330 feet south of the intersection of Centerville Road and Birch Street. The east access will be located approximately 900 feet west of the intersection. Both road extensions will include turn lanes and a bypass lane will be included at the Birch Street/fire station road intersection as well. Birch Street is defined as a Major Collector with a speed limit of 55 mph. Anoka County's guidelines require 300 feet of stacking distance and a 1:15 taper for turn lanes between intersections. The distance between the proposed temporary entrance to the fire station and the intersection for the extension of the fire station road has been designed to provide this (approximately 480 feet). In addition, the placement of the intersection was set to avoid impact to a larger wetland located to the east. A shift of the intersection to the east or west would not eliminate wetland impacts. A shift of the intersection to the east would result in the project having impacts on four, rather than three, wetlands. Centerville Road is classified as a Minor Arterial and has a speed limit of 50 mph. Conditional secondary intersections (right -in, right -out) are allowed at a distance of between 300 — 660 feet from the Birch Street/Centerville Road intersection. The intersection to the fire station road is located approximately 330 feet from the intersection. The wetland located within that area (Wetland B) extends from approximately 100 feet north of the proposed intersection and continues for several hundred feet south. Shifting the intersection either north an additional 30 feet or south would not result in any reduction in wetland impact. Anoka County Highway Department Access Spacing Guidelines Roadway Type Route Speed (MPH) Intersection Spacing (Nominal4t) Signal Spacing Private Access I's Full Movement Intersection Conditional Secondary Intersection r:r Principal Arterial 50 - 55 1 mi. 112 mi. 1 mi. Subject to conditions for all roadway types and speeds 40 - 45 112 ml. 114 mi. 112 mi. < 40 118 mi, 300 - 660 feet 114 mi. Arterial Expressway 50- 55 1 mL 1/2 mi. 1 mi. Minor Arterial 50 - 55 112 mi. 114 mi. 112 mi. 40 - 45 114 mi. 1/8 mi. 114 mi. <40 118 mi. 300 - 660 feetc3' 1/4 mi. Collector and Local 50 - 55 1/2 mi, 1/4 mi. 1/2 mi. 40-45 118 mi. NIA 114 mi. <40 1/8 mL 300 - 660 feet(') 1)8 mi. Specific Access Plan By adopted plan/agreement/covenant on land (1) Private access refers to residential, commercial, industrial and institutional driveways. Reference Anoka County's Development Review Manual for specifics on private access. (2) Conditional secondary access is defined as right-inlout. (3) Access spacing may be determined by planning documents approved by the county (e.g., Lino Lakes I -35E AUAR) (4) Any spacing deviations shall have a detailed traffic study completed by the requesting agency, AND approved by the County Engineer. Information regarding the design of each turn/bypass lane is included in Part Four, within the description of each wetland impact. Avoidance. Both the CWA and the WCA require that impacts to aquatic resources be avoided if practicable alternatives exist. Clearly describe all on-site measures considered to avoid impacts to aquatic resources and discuss at least two project alternatives that avoid all impacts to aquatic resources on the site. These alternatives may include alternative site plans, alternate sites, and/or not doing the project. Alternatives should be feasible and prudent (see MN Rules 8420.0520 Subp. 2 C). Applicants are encouraged to attach drawings and plans to support their analysis: No Build: The No Build Alternative would eliminate wetland impacts from the project area. However, the No Build would not address the purpose and need of the project which is to provide permanent access points for the future fire station that will allow for minimized response time for first responders. The temporary entrance for the fire station does not comply with Anoka County Access Guidelines and would is not a permanent solution for the city. Because the No Build Alternative would not allow for a permanent access solution for the fire station, it was rejected. Shift Birch Street Access East: Under this alternative, the eastern access, located off of Birch Street, would have been shifted to the east to coincide with an existing field access. The field access is an upland area and therefore wetland impacts would have been reduced under this alternative. However, the wetland located east of the existing field access is a large wetland and of higher quality than the wetland west of the field access. The impacted portion of Wetland D is a ditched section of wetland adjacent to the Birch Street. In an effort to minimize wetland impacts, the city chose to shift the roadway to the west; thus impacting three wetlands, rather than four. Minimization. Both the CWA and the WCA require that all unavoidable impacts to aquatic resources be minimized to the greatest extent practicable. Discuss all features of the proposed project that have been modified to minimize the impacts to water resources (see MN Rules 8420.0520 Subp. 4): In an effort to minimize wetland impacts associated with the turn lane project, the city has incorporated various BMPs and design details into the project: • Turn lane widths and lengths are designed at the minimum required by State Aid Standards and Anoka County guidelines. • The eastern access intersection was shifted west to avoid impact to a larger wetland within the Wetland Management Corridor. Alternatively, the access intersection and turn lanes impact a ditched section of wetland. • Erosion control BMPs, such as silt fence and erosion control blanket, will be incorporated into the design to reduce the risk of erosion from the site. • Side slopes outside of the clear zone within wetland areas were reviewed for options to increase the slope from 1:4 to 1:3. This design option was not feasible inside of the clear zone, per minimum State Aid Standard 8820.9920: Minimum Design Standards; Rural and Suburban Undivided; New or Reconstruction Projects. Off -Site Alternatives. An off-site alternatives analysis is not required for all permit applications. If you know that your proposal will require an individual permit (standard permit or letter of permission) from the U.S. Army Corps of Engineers, you may be required to provide an off-site alternatives analysis. The alternatives analysis is not required for a complete application but must be provided during the review process in order for the Corps to complete the evaluation of your application and reach a final decision. Applicants with questions about when an off-site alternatives analysis is required should contact their Corps Project Manager. N/A Project Name and/or Number: Centerville Road and Birch Street Turn Lane Project Attachment D Replacement/Compensatory Mitigation Complete this part if your application involves wetland replacement/compensatory mitigation not associated with the local road wetland replacement program. Applicants should consult Corps mitigation guidelines and WCA rules for requirements. Replacement/Compensatory Mitigation via Wetland Banking. Complete this section if you are proposing to use credits from an existing wetland bank (with an account number in the State wetland banking system) for all or part of your replacement/compensatory mitigation requirements. The proposed project will result in a total of 0.43 acre of wetland impact. Mitigation is proposed at a 2:1 ratio, per WCA and RCWD rules. This results in a need for 0.86 acre of wetland mitigation. Mitigation is proposed via a combination of on-site mitigation and wetland banking. See below for additional detail. Wetland Bank Account # County Major Watershed # Bank Service Area # Credit Type (if applicable) Number of Credits Woolan (No. TBD) Anoka 20 7 NA 0.27 The applicant proposes to use credit from the City of Lino Lakes' Woolan Wetland Bank, which has been approved by BWSR pending updating of the title policy (in progress). Applicants should attach documentation indicating that they have contacted the wetland bank account owner and reached at least a tentative agreement to utilize the identified credits for the project. This documentation could be a signed purchase agreement, signed application for withdrawal of credits or some other correspondence indicating an agreement between the applicant and the bank owner. However, applicants are advised not to enter into a binding agreement to purchase credits until the mitigation plan is approved by the Corps and LGU. Project-Specific Replacement/Permittee Responsible Mitigation. Complete this section if you are proposing to pursue actions (restoration, creation, preservation, etc.) to generate wetland replacement/compensatory mitigation credits for this proposed project. WCA Action Eligible for Credits Corps Mitigation Compensation Technique2 Acres Credit % Requested Credits Anticipated3 County Major Watershed # Bank Service Area # Creation Creation 0.30 50% 0.15 Anoka 20 7 Vegetative Restoration Restoration 0.67 25% 0.35 Anoka 20 7 Native, non-invasive Buffer Restoration 0.97 25% 0.24 Anoka 20 7 Total 2.25 0.56 1Refer to the name and subpart number in MN Rule 8420.0526. 2Refer to the technique listed in St. Paul District Policy for Wetland Compensatory Mitigation in Minnesota. 31f WCA and Corps crediting differs, then enter both numbers and distinguish which is Corps and which is WCA. Project Name and/or Number: Centerville Road and Birch Street Turn Lane Project Explain how each proposed action or technique will be completed (e.g. wetland hydrology will be restored by breaking the tile and how the proposal meets the crediting criteria associated with it. Applicants should refer to the Corps mitigation policy language, WCA rule language, and all associated Corps and WCA guidance related to the action or technique: See Wetland Mitigation Plan Attach a site location map, soils map, recent aerial photograph, and any other maps to show the location and other relevant features of each wetland replacement/mitigation site. Discuss in detail existing vegetation, existing landscape features, land use (on and surrounding the site), existing soils, drainage systems (if present), and water sources and movement. Include a topographic map showing key features related to hydrology and water flow (inlets, outlets, ditches, pumps, etc.): See Wetland Mitigation Plan Attach a map of the existing aquatic resources, associated delineation report, and any documentation of regulatory review or approval. Discuss as necessary: See Wetland Mitigation Plan For actions involving construction activities, attach construction plans and specifications with all relevant details. Discuss and provide documentation of a hydrologic and hydraulic analysis of the site to define existing conditions, predict project outcomes, identify specific project performance standards and avoid adverse offsite impacts. Plans and specifications should be prepared by a licensed engineer following standard engineering practices. Discuss anticipated construction sequence and timing: See Wetland Mitigation Plan For projects involving vegetation restoration, provide a vegetation establishment plan that includes information on site preparation, seed mixes and plant materials, seeding/planting plan (attach seeding/planting zone map), planting/seeding methods, vegetation maintenance, and an anticipated schedule of activities: See Wetland Mitigation Plan For projects involving construction or vegetation restoration, identify and discuss goals and specific outcomes that can be determined for credit allocation. Provide a proposed credit allocation table tied to outcomes: See Wetland Mitigation Plan Provide a five-year monitoring plan to address project outcomes and credit allocation: See Wetland Mitigation Plan Discuss and provide evidence of ownership or rights to conduct wetland replacement/mitigation on each site: The city of Lino Lakes currently owns the parcel where the wetland mitigation site is proposed. Quantify all proposed wetland credits and compare to wetland impacts to identify a proposed wetland replacement ratio. Discuss how this replacement ratio is consistent with Corps and WCA requirements: The project will have a proposed impact of 0.43 acres (18,979 square feet). These impacts will need to be replaced at the following ratios, which are outlined in Rice Creek Watershed Districts Rule F: Wetland ID Impact Amount (sf) Impact Area Replacement Ratio Replacement Provided (sf) B 6,684 ROW 2:1 13,368 B 4,382 Outside WMC 1:1.5 6,753 C 6,424 ROW 2:1 12,848 D 1,489 ROW 2:1 2,978 Total 18,925 35,947 On-site mitigation will replace a proposed 0.56 acres (24,393.6 square feet) through creation and restoration. The city is proposing to use their Woolan Wetland Bank for the balance of credit required (0.27 acres [11,553.4 square feet]) wetland credits required for mitigation. By signature below, the applicant attests to the following (only required if application involves project-specific/permittee responsible replacement): • All proposed replacement wetlands were not: • Previously restored or created under a prior approved replacement plan or permit • Drained or filled under an exemption during the previous 10 years • Restored with financial assistance from public conservation programs • Restored using private funds, other than landowner funds, unless the funds are paid back with interest to the individual or organization that funded the restoration and the individual or organization notifies the local government unit in writing that the restored wetland may be considered for replacement. • The wetland will be replaced before or concurrent with the actual draining or filling of a wetland. • An irrevocable bank letter of credit, performance bond, or other acceptable security will be provided to guarantee successful completion of the wetland replacement. • Within 30 days of either receiving approval of this application or beginning work on the project, I will record the Declaration of Restrictions and Covenants on the deed for the property on which the replacement wetland(s) will be located and submit proof of such recording to the LGU and the Corps. Applicant or Representative: Diane Hankee Title: City Engineer Signature: Date: CITY,; ()F IN OKE Figure 1: Project Area Birch Street/Centerville Road Turn Lanes City of Lino Lakes, MN 0 750 1,500 Feet Y B Future Fire Station ;, (est. December 2015) Figure 2: Project Facilities Birch Street/Centerville Road Turn Lanes c F City of Lino Lakes, MN IN E N 0 A 250 500 Feet WSB BIRCH STREET (C.S.A.H. NO. 34) 6424 SF WETLAND IMPACT -0+50$.0+00 1 " 2+00 1 I 5+00 6+00 7+00 8+00 3+00 1 _57+00 sl- < - -1( 18+00, 20+00 21+00.09 I- 239 SF WETLAND IMPACT G • 'PARCEL A- re 4382 SF WETLAND IMPACT A LINO LAKES, MINNESOTA X 0 FT 50 100 0 0 6684 SF WETLAND IMPACT WETLAND IMPACT EXHIBIT TURN LANE AND BYPASS LANE SHEET __ OF �_ SHEETS a Lo o 4411146 H' BIRCH STREET (C.S.A.H. NO. 34) —EX. CENTERUNE AS TRAVELED PROP. TEMP. 20' EASEMENT 0=3.10 az. / 10 180 -- — EX.33' EASEMENT L.-_50 51 180 — �= -0+50 0+00 1+00 2+00 3+00 - - - - - 30 4+00 5+00 I _.� - ,....-.-_.. 1 1 6+00 /+00 8+00,, 9+00 10+00 11+00 1 D 12+00 13+00 — — —\ --1-1-1-1-1— — L — — H� — H — ��jir'— _ 8I —'Tle0- — WOH • OHS. OHW ©_ �, ary I r. q� N 1 N OH 1 \. EX. 33' EASEMENT ° GI PROP. 27' EASEMENT T az SCALE: AS NOTED w o d� - 1 Il 4 (HEREBY CERTIFY THAT THIS PIAN; SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MT DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA y Q DIANE L. HANKEE, P.E. DATE: FEB. 23, 2015 uC. Na: 43338 �Drc + PROPOSED FIRE STATION #2 N - • FFE=814,30' I... EZ D O % 1 r _ PARCEL A 1 „; 1� ��� BIRCH STREET SANITARY SEWER AND TURN LANE CONSTRUCTION LINO LAKES, MINNESOTA rI 0 FT 50 100 ISI TERVILLE ROAD .S.A.H. NO. 21) 11 �4 { £; TEMP EASE EASE BIRCH STREET (C.S.A.H. NO. 34) RIGHT TURN / BYPASS LANE PERM SECTION EASE EASE LINE 20' 33'33' VARIES ,,J., 27' SHOULDER BYPASS LANE 2 (7'+/-) TURN LANE SHOULDER 2 12' 2.5% 12' 12' 12' 25% --------.--------- • CEN rEX. CENTERLINE AS TRAVELED (C 7 3" -CLASS 2 AGGREGATE SHOULDER SEE DETAIL A I I Vl EASE 3" -CLASS 2 AGGREGATE SHOULDER CENTERVILLE ROAD (C.S.A.H. NO. 21) RIGHT TURN LANE SECTION LINE EASE 701 Xenia Avenue South, Suite 300 WSBMinneapolis, MN 55416 J www.wsbeng.com &. 763-5414800- Fax 78341 1750 INFRASTRUCTURE o ENGINEERING o PLANNING CONSTRUCTION 60' 33' I I SHOULDER TURN LANE z I 2' 25% 12' LI L i a ai n to .2 SEE DETAIL A DETAIL A d 3" -CLASS 2 AGGREGATE SHOULDER w�„", ,11 VIII *PAVEMENT SECTION LS" -TYPE SPWEB340C BITUMINOUS WEAR COURSE BITUMINOU1.5"-TYPESTACK T SPWEB340CBITUMINOUS WEAR COURSE � _ I BITUMINOUS TACK COAT 2" -TYPE SPNW330C BITUMINOUS NON -WEAR COURSE of F. 6" CLASS 5 AGGREGATE BASE +IGEOTEXTILE _ FABRIC APPROVED SUBGRADE (INCIDENTAL) GENERAL LAYOUT AND TYPICAL SECTION TURN LANE AND BYPASS LANE SHEET 15 OF - SHEETS -- -- 920 0 900 890 920 900 890 930 920 910 900 890 6+25.00 -20 0 6+00.00 20 40 920 910 920 900 910 890 900 6890 920 LA _Z J Z P 0 < oL.,IA a' U z LLI Q 1- Z m Q l 1.--. Q I-12 Z W� Q.-. 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BACKGROUND In conjunction with the 2015 Mill and Overlay project three culverts are being replaced adjacent to Bald Eagle Boulevard and four culverts adjacent to Rolling Hills Drive. The quotes are as follows: Valley Paving, Inc. $55,905 Miller Excavating, Inc. $59,572 A-1 Excavating, Inc. $60,477 The project will be funded through the street maintenance budget. Construction will be completed within two weeks depending on the weather. RECOMMENDATION Consider Resolution 15-89 Accepting Quote from Valley Paving, Inc. in the amount of $55,905 for Culvert Replacements along Bald Eagle Boulevard and Rolling Hills Drive. ATTACHMENTS 1. Quotes 2. Resolution 15-89 Miller Excavating, Inc. 3636 Stagecoach Tr. N. LINE NO. 55082 ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 1: Woodchuck Cir & W Bald Eagle Blvd 1 2021,501 MOBILIZATION LUMP SUM 1 C -NO" IMO r" 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 60 cx� 51j0 3 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 ( (0 ` 77,9 t#' 4 2501.515 12" RC PIPE APRON EACH 2 '7J, D`0 Ls 5 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 60 �JpJ ZJ ID8OCc' _i,%(eg> 6 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 ail 7 2505.601 UTILITY COORDINATION LUMP SUM 1 6100 6`7o Comments Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times acri SUB TOTAL CULVERT 1: $0.00 LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 2: Partridge Ct & W Bald Eagle Blvd 1 2021,501 MOBILIZATION LUMP SUM 1 ji'yot.v.) �CJel22--a' 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 58 3 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 20 L5-41' 4 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 b. 5 2501.515 12" RC PIPE APRON EACH 2 i 7 `� 6 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 58 ,. ,,, ez r?4 441 7 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 `i-, 8 2505.601 UTILITY COORDINATION LUMP SUM 1 ( ceaw 9 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) _ CU YD 20 its 90 r-- lea) Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at a !times, Lower culvert 1 foot beIo q Comments existing inverts, Class III Rip Rap @ both ends 10c SUB TOTAL CULVERT 2: + 'kn%- 1NUofig1P. 0 LINE NO. ITEM N0. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 3: Rolling Hills & W Bald Eagle Blvd 1 2021.501 MOBILIZATION LUMP SUM 1 IZI°' 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 56 3 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 20 4 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 5 2501.515 12" RC PIPE APRON EACH 2 .v 6 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 56 3frib 7 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 1 a., 8 2505.601 UTILITY COORDINATION LUMP SUM 1 ..w&';� IVO 9 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU YD 10 c.v 10 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 c) 6 u (8o Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, Lower upstream culvert Comments invert 1 foot below existing invert, CL III RIP RAP AT DOWNSTREAM END ONLY SUB TOTAL CULVERT 3: t(78Z °-- LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 4: Rolling Hills Cir 1 2021.501 MOBILIZATION LUMP SUM 1 L`O`t' INCO) 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 9 Z -7E7 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 lc' 102t'" 6 2451.509 AGGREGATE BEDDING (CV) (2.5 FOOT DEPTH) CU YD 14 (2+�-+ (179�'' 7 2501,515 12" RC PIPE APRON EACH 2 %ftp fes.: 8 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V UN FT 30 6€3cl". 9 2501,602 TRASH GUARD FOR 12" PIPE APRON EACH 1 10 2505.601 UTILITY COORDINATION LUMP SUM 1 il(.1.+ 11 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU YD 10 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 1 ll0 Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 4: LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 5: Rolling Hills Cir 1 2021.501 MOBILIZATION LUMP SUM 1 11110" _LgiL C' 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 9' Lb t7cj 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 30 lam`"' 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 tio `c' 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 16 i 2" 6 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 578 ' 7 2501.515 12" RC PIPE APRON EACH 2 % trot) 8 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 te 9 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 10 2505.601 UTILITY COORDINATION LUMP SUM 1 11 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU YD 10 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 C"° Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL 111 RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 5: 7 04%. LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 6: Rolling Hills Cir @ cul de sac 1 2021.501 MOBILIZATION LUMP SUM 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 9' z_70't 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 30 Ab5-Tj "' 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 6 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 7 2501.515 18" RC PIPE APRON EACH 2 'MC al 8 2501.511 18" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 72&, 9 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 976 "'170'' 10 2505.601 UTILITY COORDINATION LUMP SUM 1 11 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU YD 10 12 2573.533 SEDIMENT CONTROL LOG TYPE W000 FIBER LIN FT 30 Ex> c 1, Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at a I times, CL 111 RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 6: base*' ru LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST r( ESTIMATED COST Culvert No. 7: Reisling Road 1 2021.501 MOBILIZATION LUMP SUM 1 `7 q0 t' �A g' "L`IA`2W 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 40 y tA —bo 3 2104.603 ABANDON PIPE SEWER (STORM) LIN FT 10 a ;,5 3 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQVD 30 ISV 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 11 6 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 15'1° 190 7 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 GJ 51"N ev 8 2501.515 12" RC PIPE APRON EACH 2 1d$ 9 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 50 4 7- 10 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 11 2505.601 UTILITY COORDINATION LUMP SUM 1 �iG76,mx �-- 12 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU YD 10 13 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 6 ,-- 1 's6' ..- Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, LOWER CULVERT 1 FOOT FROM EXISTING INVERTS, RELOCATE SOUTH END TO AVOID TREES. ABANDON SOUTH END OF EXISTNG PIPE SEWER TO AVOID Comments REMOVING TREES, CL III RIP RAP AT DOWNSTREAM END ONLY SUB TOTAL CULVERT 7: WWI, "' LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 1: Woodchuck Cir & W Bald Eagle Blvd 1 2021.501 MOBILIZATION LUMP SUM 1 I O O oo 't 000, °° 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 60 I a, O° lab, °° 3 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 55,°° &75.a° 4 2501.515 12" RC PIPE APRON EACH 2 750,00 h SOD, .0 5 2501,511 2501.602 12" RC PIPE CULVERT DESIGN 3006 CL V TRASH GUARD FOR 12" PIPE APRON LIN FT EACH 60 1 6 4/.6° 350, O° 3 IL/0. °° 350,1° 6 7 2505.601 UTILITY COORDINATION LUMP SUM 1 °n MX). /�j .° Comments Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times 8..1335..0 SUB TOTAL CULVERT 1: $0.00 LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No, 2: Partridge Ct & W Bald Eagle Blvd 1 2021.501 MOBILIZATION LUMP SUM 1 LWWO, oO b_000..° 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 58 ,2 ,°o 694. j° 3 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 20 //, " a20, °° 4 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 55-40 say, °o 5 2501.515 12" RC PIPE APRON EACH 2 750, 00 /, SOD . °° 6 2501.511. 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 58 L Ob 2 'N. ° ° 7 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 3S0, °a 350, °' 8 2505.601 UTILITY COORDINATION LUMP SUM 1 100, 6° ADD, sd 9 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU YD 20 co 00 9, 800, ° ° Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, Lower culvert 1 foot below Comments existing inverts, Class 111 Rip Rap @ both ends SUB TOTAL CULVERT 2: 1.0, 03. 8° LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No, 3: Rolling Hills & W Bald Eagle Blvd 1 2021.501 MOBILIZATION LUMP SUM 1 //OM*** °O /t X00 " 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 56 ia.0° Za °• 3 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 20 ' I. °0 4 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 55.e° _QUO. g#11.°° 5 2501.51.5 12" RC PIPE APRON EACH 2 750.60 4,56o,00 6 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 56 6,9, 00 315-8.4/.6" 7 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 350 .°° ,3SO. 1 ° 8 2505.601 UTILITY COORDINATION LUMP SUM 1 /d, •• /DO. •0 9 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU YD 10 90.9° 900, ®° 10 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 5.8° /370..0 Tie last three joints on each end of culvert, Includes traffic Control, Comments invert 1 foot below existing invert, CL 111 RIP RAP AT DOWNSTREAM one lane remains END ONLY open at all times, Lower upstream culvert SUB TOTAL CULVERT 3: 9/ /, 0 0 LINE NO. 1 ITEM NO. 1 ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 4: Roiling Hills Cir 1 2021.501 MOBILIZATION LUMP SUM 1 If 000. 00 4 OW, °° 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 a. °0 3�0, •d 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 G.°° / $0 " 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 9, " ReV. " 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 a," /32•00 6 2451.509 AGGREGATE BEDDING (CV) (2.5 FOOT DEPTH) CU YD 14 SS.,•a 770, °0 7 2501.515 12" RC PIPE APRON EACH 2 750.08 // so. °o 8 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 78' •°° .21 3W. °''' 9 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 3550, o0 00 10 2505.601 UTILITY COORDINATION LUMP SUM 1 M9. ®° 460. a® 11 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU YD 10 P." 90D. •o 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 S. °® /50.0° Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 4:, 7, 98,2." LINE NO. ITEM NO. ITEM DESCRIPTION _ UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 5: Rolling Hills Cir 1 2021.501 MOBILIZATION LUMP SUM 1 Leo,- 4 Qp®. °O 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 AR*" 36® °0 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 6." /94, op 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 y, Q0 QV°, 60 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 11, 00 /3a• °d 6 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 5:5-.8a 91/.0, °' 7 2501,515 12" RC PIPE APRON EACH 2 75o. °0 5-'.4,,°''' 8 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 78. £" .2.3140.° 9 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 35P, °D 35® s° 10 2505.601 UTILITY COORDINATION LUMP SUM 1 IDD. ®° /d0, " 11 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU YD 10 %®. °° 740.1° 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 5.0' /� ®° Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 5: 7/ 452 O° LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 6: Rolling Hills Cir @ cul de sac 1 2021.501 MOBILIZATION LUMP SUM 1 /, eaj, pO Lam, °° 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 /a. ° ° 1" 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 4 .06 -.3100, 180.°° 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 y, GC ado, °0 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 //, °° /AR.'" 6 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 53-• 0° "O p0 7 2501.515 18" RC PIPE APRON EACH 2 SO. °O /7 Gam, pA 8 2501.511 18" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 83, oo c2' ttl®d, °tl 9 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 150, ®° VSO. °° 10 2505,601 UTILITY COORDINATION LUMP SUM 1 Na. °' /ID, ° ° 11 2511,501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU YD 10 9v. °° 9®®. °' 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 .5. °® /.5®, °0 Tie last three Joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 6:1 S, 1,3",2,6° LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 7: Relsling Road 1 2021.501 MOBILIZATION LUMP SUM 1 4000. °° 6 DDD, ®' 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 40 1-1t1). 6° 3 2104.603 ABANDON PIPE SEWER (STORM) LIN FT 10 )a,® ia•'° 1a0 °u 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 30 4, °' iso ,°° 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 .S/, *0 00 6 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 ll, a0 J 362, °n 7 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 5-5. p° /igd," 8 2501.515 12" RC PIPE APRON EACH 2 750. p0 f, .9) o. 00 9 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 50 G9, 00 3, y,56. 00 10 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 35'0, jd 35 °6 11 2505.601 UTILITY COORDINATION LUMP SUM 1 /Q®, ®o A®®, °O 12 2511.501 RANDOM RIPRAP CLASS 0I (INCL. GEO. FABRIC TYPE IV) CU YD 10 7d. °' 9a®. ®° 13 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 .5. °°pO fSO. Tie last three Joints on each end of culvert, Includes traffic Control, one Zane remains open at all times, LOWER CULVERT 1 FOOT FROM EXISTING INVERTS, RELOCATE SOUTH END TO AVOID TREES. ABANDON SOUTH END OF EXISTNG PIPE SEWER TO AVOID Comments REMOVING TREES, CL III RIP RAP AT DOWNSTREAM END ONLY SUB TOTAL CULVERT 7:1 g, doa. °° LINE NO. ITEM NO. ITEM DESCRIPTION UNIT _ TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 3: Rolling Hills & W Bald Eagle Blvd 1 2021.501 MOBILIZATION LUMP SUM 1 9500° 4Su' 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 56 fl]", 56 3'' 3 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 20 q ",;' (D0a° 4 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 (.o St 9 7$" 5 2501.515 12" RC PIPE APRON EACH 2 7 35"' ( 57 off 6 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 56 SI°.' 3021-k "' 7 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 ).?S, 2->s" 8 2505.601 UTILITY COORDINATION LUMP SUM 1 (" /" 9 2511.501 RANDOM RIPRAP CLASS in (INCL. GEO. FABRICTYPE IV) CU YD 10 cc 7- 2- 7 c- 10 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 5+ 1 50e-2 Tle last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times, Lower upstream culvert Comments Invert afoot below existing invert, CL ill RIP RAP AT DOWNSTREAM END ONLY SUR TOTAL CULVERT 3: 7 9 7 Sd4 LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST _ Culvert No. 4; Rolling Hllis Clr 1 2021.501 MOBILIZATION LUMP SUM 1 v{ STS 4 Soc.' 2 2104301 REMOVE SEWER PIPE (STORM) LIN FT 30 i0'- 30(r 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 3:' 9k 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 S"° 23°O 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 57 10 t)..' 6 2451.509 AGGREGATE BEDDING (CV) (2.5 FOOT DEPTH) CU YD 14 cos"' 9 /0" 7 2501.515 12" RC PIPE APRON EACH 2 7 35'" 1 S70" 8 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 51 I:" ((B ZQ'r 9 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 (XIS'. 1,1 S" 10 2505.601 UTILITY COORDINATION LUMP SUM 1 )" 11 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU YD 10 137°3 2 ? 0 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 5µ 1Sf`bb Tie last three joints on each end of culvert, Includes traffic Control, one lane rem ins open at a I times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 4: bsy4 LINE NO. ITEM NO. ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 1: Woodchuck Cir& W Bald Eagle Blvd 1 2021.501 MOBILIZATION LUMP SUM 1 c{ 't 6 lI5-0" 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 60 1Cr 6,0y' 3 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 15 to . C'( 7s- 4 2501.515 12" RC PIPE APRON EACH 2 7.3sw (570'" 5 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 60 S" `"°° 3aLto, 6 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 DSq' _ )7/ 57 7 2505.601 UTILITY COORDINATION LUMP SUM 1 ( (' Comments Tie last three joints on each end of culvert, Includes traffic Control, one lane remains open at all times SUB TOTAL CULVERT 1: it II W $0.00 LINE NO. ITEM NO. ITEM DESCRIPTION _ UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 2: Partridge Ct & W Bald Eagle Blvd 1 2021,501 MOBILIZATION LUMP SUM 1 f='50. L(S°' 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 58 1 tYr S g U° 3 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 20 5 - 1 OLD 4 2451.509 AGGREGATE BEDDING (CV) (1,5 FOOT DEPTH) CU YD 15 6.5 � 9 7 S'" 5 2501.515 12" RC PIPE APRON EACH 2 '78S" )''7®e' 6 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 58 5-tr0 (3 2-°O 7 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 x.75' �`%$"` 8 2505.601 UTILITY COORDINATION LUMP SUM 1 - (' (°"' 9 2511,501 RANDOM RIPRAP CLASS 111 (INCL, GEO. FABRIC TYPE IV) CU YD 20 g'7 0-' Pio" Tie last three joints on each end of culvert, Includes traffic Control, one lane rem ins open at all times, Lower culvert 1 foot below Comments existing inverts, Class III Rip Rap @ both ends SUB TOTAL CULVERT 2: S 8 )3oa LINE NO. _ ITEM NO, ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 5: Rolling Hills Cir 1 2021.501 MOBILIZATION LUMP SUM 1 N'SQ" y, 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 )Q°' 3 oD' 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 Seo 90°, 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 5.4° Z- —13.1°D 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 Sj,°' Goff' 6 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 („Sy' Sao°o 7 2501.515 12" RC PIPE APRON EACH 2 7gS`." IS7Qd, 8 2501.511 1211 RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 S r{ r / Lad' 9 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 22 S'. a7 s- 10 2505.601 UTILITY COORDINATION LUMP SUM 1 loo ("' 11 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU VD 10 Tr: E 7 O'u. 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 57 3 sow Tie last three Joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 5: LINE NO. ITEM NO. - ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 6: Rolling Hills Cir @ cul de sac 1 2021.501 MOBILIZATION LUMP SUM 1 LIZ; L{ Sir 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 30 70`. 3(o°' 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 30 3 "' 9 0'° 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 SMC 2.St & 5 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 S'? fn 0 6 2451.509 AGGREGATE BEDDING (CV) (1.5 FOOT DEPTH) CU YD 8 GS'. 5.). Ot 7 2501.515 18" RC PIPE APRON EACH 2 gds tl / Co9Dr 8 2501.511 18" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 30 Go..1 g0 `V" 9 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 3YS': 3 i s';'" 10 2505,601 UTILITY COORDINATION LUMP SUM 1 1" /" 11 2511.501 RANDOM RIPRAP CLASS 111 (INCL. GEO. FABRIC TYPE IV) CU Y0 10 cr 7 ' 3 7U-a 12 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 5_� 1 504a Tie last three Joints on each end of culvert, Includes traffic Control, one lane remains open at all times, CL III RIP RAP AT Comments DOWNSTREAM END ONLY SUB TOTAL CULVERT 6:f i0S Zi..D° LINE NO. ITEM NO, ITEM DESCRIPTION UNIT TOTAL QUANTITY UNIT COST ESTIMATED COST Culvert No. 7: Relsling Road 1 2021.501 MOBILIZATION LUMP SUM 1 1451;v"1 L� SU 2 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 40 CG' 400 3 2104.603 ABANDON PIPE SEWER (STORM) LIN FT 10 S0' S0o" 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 30 (V; "C 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) _ LIN FT 50 S 00 ZSC ta 6 2211.501 AGGREGATE BASE CLASS 7 (CV) - ON SITE SALVAGE RECLAIM TON 12 S` (Da' 7 2451.509 AGGREGATE REDDING (CV) (1.5 FOOT DEPTH) CU YO 8 (a;$� c Z{'' 8 2501.515 12" RC PIPE APRON EACH 2 -7 r5O X57 ot" 9 2501.511 12" RC PIPE CULVERT DESIGN 3006 CL V LIN FT 50ji, 2700` 10 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 ,27 S~ 2-73- 11 2505.601 UTILITY COORDINATION _LUMP SUM 1 1" /,o 12 2511.501 RANDOM RIPRAP CLASS III (INCL. GEO. FABRIC TYPE IV) CU VD 10 W7.°° g 70 ff 13 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 30 57 1 50"° Tle last three Joints on each end of culvert, Includes traffic Control, one lane remains open at a 1 times, LOWER CULVERT 1 FOOT FROM EXISTING INVERTS, RELOCATE SOUTH END TO AVOID TREES. ABANDON SOUTH END OF EXISTNG PIPE SEWER TO AVOID Comments REMOVING TREES, CL III RIP RAP AT DOWNSTREAM END ONLY SUB TOTAL CULVERT 7: ' St, 823." f SSL IuS,3o Nol = CLeAQ.1 it.. 02 «0b^1'1, Sir 0.5cru VSL.I CL—S (M,pbWr WI\ Plcca,-, att FLst,4fNh) SAL co4CZ e (-11w4S, OEwM2RsM' 1VI%2A"SSo,J ca FS0St01.) CC.bttOl %"atw02S>, CITY OF LINO LAKES RESOLUTION NO. 15-89 APPROVING QUOTE FOR CULVERT REPLACEMENT ALONG BALD EAGLE BOULEVARD AND ROLLING HILLS DRIVE WHEREAS, Existing culverts along Bald Eagle Boulevard and Rolling Hills Drive need to be replaced. WHEREAS, Quotes for the project were received as follows: Valley Paving, Inc. $55,905 Miller Excavating, Inc. $59,572 A-1 Excavating, Inc. $60,477 NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes accepts the quote from Valley Paving, Inc. in the amount of $55,905 for culvert replacement along Bald Eagle Boulevard and Rolling Hills Drive. BE IT FURTHER RESOLVED Adopted by the Council of the City of Lino Lakes this 24th day of August, 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: ATTEST: Julianne Bartell, City Clerk and Jeff Reinert, Mayor 920 910 900 890 920 910 900 3°0 920 910 900 920 910 900 890 6+75.00 - 40 - 20 0 6+50.00 20 LJ W 1-w O Q W W W W cmi CL 0 cd J z U ,_ — — — r) _ _ _ — -1.13- - — _ - 1 I I 1 ha ar)0 00 0, CI) 1 l N h OV - 40 - 20 0 6+50.00 20 -40 -20 0 6+25.00 20 w W �w N a N w w1 W W 0 0 IJ Z 0 WI J 1 r) _ _ _ — cn 0 — _ _ I 1 I I 1 q. 0of 0 I l N h OV -40 -20 0 6+25.00 20 60 - 40 - 20 0 6+00.00 20 W W - H L, oa N Lill- W 00IX 0 WI J 1 r) _ _ _ — I 00 0 — _ _ 1 I I 1 M as Ern w� o l N h OV I 60 - 40 - 20 0 6+00.00 20 - 40 - 20 0 20 920 910 900 920 910 900 890 899 920 929 910 900 910 900 890 890 920 910 900 920 910 900 890 89060 7+75.00 EL z W W w cn a N W W 0z 0 0 Ix 0 w Z J rn— _ _ _ — I 00 -L w — _ _ ---- I I 1 M 0h r O - 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40 - 20 0 8+25.00 20 LJ 'wI as N w W 0 Iz 1 w J 0 I 00 W — 0, 00 mm M 1 0,c r,. 00 0,m r-: - 40 - 20 0 8+25.00 20 920 910 900 920 910 900 890 89060 -40 -20 0 8+00.00 20 1- 12-1 Z w� w o¢ N W w W 0 W 0 w J 0 W — 00 0,c r,. 00 0,m r-: I 920 910 900 920 910 900 890 89060 -40 -20 0 8+00.00 20 - 40 - 20 0 20 920 910 900 890 920 910 900 800 920 910 900 890 3 2 • Z W Q 5 I- W ›- • I- < - < Z Zco W� • U Z W J W C• e S 1- �-' Z ma LINO LAKES, MINNESOTA PE `!H s O i= BIRCH STREET BYPASS LANE SHEET 28 OF '54 SHEETS II- W W Hw 0< N 1- W W W 0 a 0 W J Z 1 0 0,c r,. 00 0,m r-: I - 40 - 20 0 20 920 910 900 890 920 910 900 800 920 910 900 890 3 2 • Z W Q 5 I- W ›- • I- < - < Z Zco W� • U Z W J W C• e S 1- �-' Z ma LINO LAKES, MINNESOTA PE `!H s O i= BIRCH STREET BYPASS LANE SHEET 28 OF '54 SHEETS 60' EASEMENT 9r0 1 9110 9130 890 1- z W (w/1 w w 0 <o 9r 1 9110 9130 1 81060 6+00.00 -40 -20 0 5+75.00 20 Z wl J Z O 0 o a O J 0 0 a 0 C J 0 -----� _ w — _ — — i 1 / 0 W _ o mm 0 0 o" m I N o0 co m 00 ss 1 00 00 mm 2 -40 -20 0 5+75.00 20 60' EASEMENT 9120 9110 9100 -40 -20 0 5+50.00 20 z wl J Z O 0 a O J 0 a 0 C J 0 -----� _ F _ 1 — — i 1 / 0 W _ o mm 0 0 o" m I.i mm 0 0 a, m 1 00 00 mm 2 60' EASEMENT 9120 9110 9100 -40 -20 0 5+50.00 20 -40 -20 0 20 910 9110 9130 920 850 910 900 60' EASEMENT 910 890 9110 920 910 900 890 920 910 9190 850- 60 7+00.00 z wl J z O 01 o a O Q J 0rd 0 a 0 C J 0 -----� _ F _ 1 — — i 1 - 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Wetland Mitigation Plan Centerville Road/Birch Street Turn Lane Mitigation Lino Lakes 7/1/2015 Contents Proposed/Need Project 1 Mitigation Design 1 Ground Preparation 2 Created wetland 2 Restored Wetland 2 Buffer 3 Broadcast Seeding 3 Seedbed Firming 3 Mulching 3 Anchoring 4 Watering 4 Reduce and Eliminate Impacts over Time 4 Monitoring 5 Wetland and Buffer Maintenance Plan 5 Year 1 5 Year 2 6 Year 3+ 6 References 7 i Proposed/Need Project The City of Lino Lakes proposes to construct two entrances and right -turn lanes to the future Fire Station roadway; one approximately 320 feet south of the Centerville Road/Birch Street intersection and one approximately 900 feet west of the intersection. The entrances will serve the Fire Station, which is scheduled for completion in December 2015. The purpose of the project is to provide access to Fire Station personnel. Development within the City of Lino Lakes is expected to continue and will expand to the southern portion of the city limits. Therefore the city needs to provide appropriate emergency response to existing and future developments. The city currently has one fire station that serves the city limits. This fire station is located in the northwestern quadrant of the city. Construction of the entrances and turn lanes will impact three wetlands within the project area. These impacts are a result of construction of the roadways and slopes. Fill of 18,979 square feet of Type 3 wetland is proposed as part of the construction. The City is planning on replacing the wetland functions and values through a combination of onsite creation of wetland and wetland banking. Mitigation is at ratios specified by RCWD's Rule F, as summarized below: Wetland ID Impact Amount (sf) Impact Area Replacement Ratio Replacement Provided (sf) B 6,684 ROW 2:1 13,368 B 4,382 Outside WMC 1:1.5 6,753 C 6,424 ROW 2:1 12,848 D 1,489 ROW 2:1 2,978 Total 18,925 35,947 Mitigation Design The purpose of the mitigation is to create a Type 2 Wet Meadow and vegetatively restore an adjacent Type 2 wetland along with placing a buffer of a minimum 25 foot buffer around the newly created wetland. The created/restored wetland and buffer easement will be designed as replacement for wetland impacts associated with the constructed entrances and turn lanes associated with the Fire Station project. Mitigation design will allow for the creation of approximately 0.56 acre of replacement, as summarized below: Action Eligible for Credit Mitigation Area Percent Eligible Credits Available Vegetative Restoration (Low to Medium Quality) 0.67 acre 25% 0.17 acre Upland to Wetland Conversion 0.30 acre 50% 0.15 acre Native, non-invasive buffer 1.28 acre* 25% 0.24 acre Total 2.25 acre 0.56 acre *0.97 ac eligible for credit 1 The following criteria are being incorporated into the design of the wetland replacement area in order to create natural wetland characteristics and wildlife habitat: • Bottom contours will be varied when practicable to promote growth of different species of vegetation within the wetland. • The wetland will be connected to existing wetlands in order to ensure adequate hydrology in the replacement wetlands and to provide greater public benefit than a small isolated area. The City will purchase wetland credits from an approved wetland bank for the balance of wetland replacement required. The City is proposing to utilize their Woolans wetland bank. Ground Preparation Excavation and grading within the proposed created and restored wetland area will be completed per the attached wetland mitigation design. Once the area is graded to the proposed elevations, it will then be rolled with cheeps -foot roller to create a dense layer within the same elevation to enhance the potential for ponding water giving hydrophytic vegetation a greater chance at taking root. Once the soil has been prepared wetland seed mix 34-262 (Wet Prairie) will be spread within the newly created wetland and restoration area. The area will be kept moist until seeds germinate and are established. If hydrophytic vegetation has not appeared within two months, the area will be re -seeded according to specifications. Created wetland Seed mix 34-262 (Wet Prairie) from the Mn/DOT-BWSR seed mixtures will be applied at a rate of 14.5 Ib/ac. Guidelines for Restoring and Managing Native Wetland Vegetation will be used for proposed wetland areas. The project will create approximately 0.30 acres of Type 2 wetland that will need to be seeded. Seeding will be conducted under favorable weather conditions during either the spring planting season, April 15 to June 30, or dormant planting season, October 15 to frozen soil. Seed tags shall be provided to verify the composition of the seed. Restored Wetland The project consists of restoring approximately 0.67 acres of Type 2 wetland (see attached map for details). The wetland is currently a Type 2 wetland consisting of a reed canary grass monoculture. The reed canary grass is proposed to be removed through a series of burns followed by an application of herbicide to kill of the existing vegetation. The dead vegetation will then be removed and the wetland bottom graded in an undulating manner (refer to Wetland Mitigation design) If burning does not remove the undesired vegetation, the area will be scraped down 8 —10 inches to remove the seed bank followed by an application of herbicide to kill of the growing vegetation. Following the removal of current vegetation seed mix 34-262 (Wet Prairie) from the Mn/DOT-BWSR seed mixtures will be applied at a rate of 14.5 Ib/ac. Guidelines for Restoring and Managing Native Wetland Vegetation will be used for proposed wetland restoration areas. Seeding will be conducted under favorable weather conditions during either the spring planting season, April 15 to June 30, or dormant planting season, October 15 to frozen soil. Seed tags shall be provided to verify the composition of the seed. 2 Hydrology will continue to be provided to the wetland area (created and restored) via adjacent biofiltration basins. These biofilration basins collect and treat water from the surrounding impervious surfaces created by the fire station and roadways and discharge to the mitigation area. The hydrology provided will be consistent with that of Type 2 wetland. The wetland mitigation area excludes a small area of wetland adjacent to the culvert under the entrance along Birch Street. This area will be utilized to provide rate control to the downstream wetland east of the entrance. Buffer A minimum 25 foot buffer easement will be placed around the restored and created wetland. The buffer is proposed to be seeded with seed mix 35-241 at a rate of 36.50 Ib/ac. Broadcast Seeding If the soil within the proposed planting area is deemed too compact for to allow for water and roots to penetrate into the ground, then the area should be tilled to allow for penetration. Every effort shall be taken to obtain uniform distribution over the seeded area. To offset the fact that native seeds vary in size and weight, the seed mix should be mixed with an inert material for broadcasting. Slightly moistened sand, sawdust, or peat moss should be used as the inert material since they would stick to the seeds resulting in a more even spread, make the seeded area more visible, and help to extend small amounts of seed. Before broadcasting of the seed commences the seed will be divided into two parts. Once divided, broadcast the first half of the seed over the entire area while walking in one direction (e.g. north south). Once the first half is distrusted broadcast the second half walking perpendicular (e.g. east west) to the first pass. This method will ensure even coverage of the ground and will prevent running out of seed before the entire area is seeded. Seedbed Firming The City shall firm all seeded areas after seeding and prior to mulching. The soil firming shall be done with a roller, cultipacker or other approved soil firming equipment. On slopes too steep to operate mechanical equipment, the seed shall be covered by hand raking or other approved means prior to mulching. Soil firming or seed covering shall occur immediately after seeding. Mulching All wetland restoration areas shall be mulched with Mn/DOT Type 3 MCIA certified mulch at an application rate of 1 ton/acre. The City shall spread by mechanical means (preferably a blower) to provide a uniform distribution at the target application rate specified. If poor mulch distribution occurs, the Contractor will be required to re - mulch areas where coverage is too light and remove the excess where coverage is too heavy as determined by the engineer. Mn/DOT Type 3 Mulch —Type 3 mulch shall consist of clean grain straw (i.e., oats, wheat) that is certified by the Minnesota Crop Improvement Association (MCIA) to be free of noxious weed seeds, seed bearing stalks, and/or other reproductive propagules as defined by rules and regulations of the 3 Minnesota Department of Agriculture. Documentation verifying that the mulch has passed MCIA field inspection shall accompany the material upon delivery to the job site. At the time of delivery, all mulch shall be in air dried condition. Anchoring The contractor shall anchor Type 3 mulches with a disk, clod buster or other approved equipment. The mulch shall be anchored immediately after placement unless otherwise authorized by the engineer. Watering Spring and summer seedlings benefit from regular watering the 4-6 weeks. Watering should occur in the early morning, every other day, for half an hour. Reduce and Eliminate Impacts over Time The developer plans to use appropriate erosion control measures to prevent sedimentation and degradation of the remaining wetlands on site. Prior to construction or excavation, silt fence will be installed to intercept run-off. Immediately following grading of side slopes greater than 3:1, wood fiber blanket (or other slope stabilizing method approved by engineer) will be applied over approved seed mixture and a minimum 4" top -soil. Seed mix and mulch used on the project will be certified weed free. Erosion control installations will remain in place and be maintained in good condition by the contractor until the site has been re -vegetated. The contractor is to use best management practices with regards to erosion control — to include the following: • Inspect silt fences immediately after each half inch rainfall at least daily during prolonged rainfall. Immediately repair failed or failing silt fence. • Replacement — fabric shall be replaced promptly when it decomposes or becomes ineffective until the barrier is no longer necessary. • Sediment removal — sediment deposits shall be removed after each storm event when deposits reach approximately one-half the height of the barrier. Sediment remaining in place after the silt fence is no longer required shall be dressed to conform to the existing grade, prepared, and seeded with the appropriate seed mix. • Removal of silt fence — silt fences shall be removed when they have served their useful purpose, but not before the upward sloping area has been permanently stabilized. The owner is committed to conducting construction activities in compliance with all applicable federal, state and local requirements for water resource and wetland protection. Once the developer constructs the replacement wetlands, including vegetative cover, and the site grading is completed, there should be no adverse impacts to wetlands on the site or to any of the constructed wetlands. 4 Monitoring Vegetation Performance Standards The mitigation area will be maintained to either meet or exceed the following vegetation performance standards: Year 1: In the first year following construction/seeding, it is expected that some pioneer species will be present which may not be native. These species will be controlled to reduce spreading. Of the seed mix used, it is expected that 3-5 native species will be present. Native cover will comprise 30% - 50% of the area. Some denuded areas are expected. Year 3: By year 3, vegetative cover is expected to be such that little denuded area remains (< 10%). It is expected that 5-7 species of native plants will be present and native cover will comprise 50% - 75% of the area. Year 5: By year 5, the vegetation should be fully established and no denuded areas should be present. Seven or more species of native plants should be present and native cover will comprise a minimum of 75% of the area. Wetland and Buffer Maintenance Plan The Minnesota Wetland Conservation Act requires the property owner to monitor the establishment of a created wetland. The developer of the property is responsible for monitoring the wetland annually for a five year period or until such time as the wetland replacement is deemed acceptable by the LGU (minimum three years). The developer will provide information to the LGU once a year. This information will include a report identifying the dominant plant species growing in the area and photographs taken from predetermined reference points. • Description of the project location, size, plus current and desired wetland type (goal). Wetlands will be described using the Cowardin classification system. • Comparison of as -built with planned wetland creation. • Water level elevation during the growing season. • List of the dominant vegetation in the wetland, including common names of the vegetation exceeding 20% coverage and an estimate of coverage. • Color photographs of the project area taken anytime during the period June through August, referenced to the fixed photo -reference points. Year 1 • Mow wetland and buffer to 6 inches every 30 days after planting until September 30. Mowing should only occur if the equipment will not cause soil disturbance. Most natives will not grow taller than about 6 inches the first year. • Weed Control — mowing should be conducted as weeds reach 12 inches in height and prior to weeds developing seeds. Spot treatment of invasive species should occur as needed throughout the first year of growth. 5 • If invasive species are hand pulled, removed vegetation will be taken off-site to prevent re- introduction of undesirable species to project site. • Spring and summer seedings benefit from regular watering the first 4 — 6 weeks. Watering should occur in the early morning, every other day, for half an hour. Year 2 • Mow between 6 — 10 inches from June 1— August 15. • Mow late September. • Weed Control — Spot treatment of invasive species should occur as needed throughout the second year of growth. • If drought conditions exist, areas will be watered every two weeks. Year 3+ • Mow only if necessary (excessive weed growth). • Monitoring for invasive weeds should occur three times a year until desired wetland goals have been met. • Spot treatment of perennial weed species should occur as needed. • Plants should be well established and watering should not be necessary. 6 References Wetland Plants and Communities of Minnesota and Wisconsin. U.S. Army Corps of Engineers. 1997 Eggers and Reed. Midwestern Wetland Flora. U.S.D.A.-Soil Conservation Service Midwest National technical Center. National List of Plant Species that Occur in Wetlands, North Central (Region 3) (US Fish and Wildlife Service Biological Report 88(26.3) May 1988) Wetland Indicators: A Guide to Wetland Identification, Delineation, Classification and Mapping. 1999 Ralph Tiner Native Vegetation in Restored and Created Wetlands. Minnesota Board of Soil and Water Resources, 2000. Daniel B. Shaw Guidelines for Restoring & Managing Native Wetland Vegetation. Mn/DOT, BWSR, Robert L. 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L I- 3¢D DIANE L. HANKEE, P.E. 0 Z FEB. 23, 2015 NNESOTA w J 0 Z J c9 0 0 z 2U) O oZ o� 0 0 co I- CO co o 0 0 4' 0 M z J 0 z w W z �z _w w 0 1- Q z SHEET __ OF __ SHEETS WS — Item #1 WORK SESSION STAFF REPORT Special Work Session Item No. 1 Date: August 24, 2015 To: City Council From: Jeff Karlson Re: 2016 Budget Background Several questions came up during the budget work session on August 17, 2015, which I will address below. Fiscal Disparities The adopted property tax levy includes the amount of fiscal disparities the City expects to receive. When the tax settlements are received, fiscal disparities is recorded as such and the balance is recorded as property tax proceeds. When the budget is amended toward the end of the year, the property tax line item is reduced and reallocated to fiscal disparities to reflect the actual amount received. We could allocate the fiscal disparities amount initially in the proposed budget, which would clarify the revenue sources and save the trouble of amending the budget later in the year. However, to avoid confusion, I don't recommend it because the total property tax levy certified to Anoka County will include fiscal disparities. The important point to remember is that the total certified levy will be reduced by Anoka County by the amount of fiscal disparities the City receives. Metro I -Net Services & Support The total 2016 budget for IT services from Roseville is $120,266, which is $20,198 more than this year's allocation. Lino Lakes' allocation can be broken down into the following three areas: 1. MIS Services and Support ($90,920): These are the core components of what Metro I - Net provides, including active directory user support, computer desktop support, exchange email, server support, network systems support, WAN/Internet access, anti- virus protection, and licenses for server and mail access. 1 The change in support costs ($11,075) is largely due to the addition of three full-time staff. This includes one Network Support Specialist, one Server Support Specialist, and one Computer Support Specialist. 2. IP Telephony ($15,390): This is for the City's Cisco IP phone system. There was recently a $122,000 upgrade to the Cisco system. The Roseville system includes call processing servers, E911 servers, voice mail servers, voice gateway routers, network switches, licenses for devices, E911, and voicemail, ASR router and switches for Internet access. 3. Supplemental Program Licenses ($13,955): These costs are for the supplemental (optional) program licenses. Lino Lakes has additional licenses for (a) NetMotion units; (b) Two -factor authentication; (c) PhoneFactor/VPN units; (d) Laserfiche; (e) Facility Wi-Fi; and (f) Arbitrator Video. NetMotion mobility is required in squad cars. Lino Lakes has 21 mobile units, which were purchased last October. VPN access requires two -factor authentication using the established methods approved by the Roseville IT Department. Each authorized user is charged a fee for any licensing associated with the VPN client and authentication software. Metro I -Net deploys two virtual servers at the Roseville and Maplewood city halls. Collectively, the Metro I -Net group saves approximately $340,000 per year in licensing fees by sharing a single Laserfiche Rio server installation. The shared cost is $17,082. Individually, each agency would expect to pay the same $17,000 each for Laserfiche Rio and the components. This doesn't include the savings we realize from using a single hardware server for the application and shared storage of documents. When you take the hardware and software licensing into account, the group saves well over $400,000 per year by utilizing a central records management server. The arbitrator video units are the six video recorders in the squad cars and the back end server for storing the video data. The cost for this in 2016 will be $2,310. It is important to point out that three new IT positions adds 120 hours a week for support staff. We're getting that for an additional $11,000 a year. Roseville currently has an IT staff of 13, which is a staffing ratio of 1:139 (one IT staff person for 139 users). A recent report showed how comparable agencies are staffed at an average ratio of approximately 1:50. The report included Blaine and Anoka Co. Besides ensuring that member cities continue to receive adequate IT support, the additional positions will allow Roseville IT staff to focus on specialized areas where only one person may have expertise. Finance Budget — Other Consultants There was a question about the additional budget amount under "Other Consultants", which includes Metro I -Net IT services and maintenance subscription for the financial accounting system. $121,000 was budgeted for IT services and $22,000 for annual 2 software support. Related to this, there was also a question about the $20,000 budgeted in "Government Buildings" for telephones. As stated above, the cost allocation in 2016 for IT services is a total of $120,266, which includes $15,390 for IP telephony. This is coded to governmental buildings, so the Finance budget can be reduced by that amount. The cost of the annual licensing for Laserfiche is charged to Administration, so an additional $2,056 can be reduced from the "Other Consultant" line item. The total amount under the Finance budget for IT services should be $102,820. The budget amount for the annual license subscription with Springbrook is $22,000. The City paid an annual maintenance fee of $7,176 to Tyler Industries for the old financial accounting system; a difference of nearly $15,000. Proposed General Fund Revenue Investment Management Charge ($50,000): This is the charge credited to the operating fund from interest earnings for the management of all funds. The balance of the interest earnings is distributed to each fund proportionately. Refunds & Reimbursements ($30,000): This line item includes the insurance dividend check from the League of Minnesota Cities, rebates from the U.S. Bank Visa card, cash back from Connexus Energy, and other miscellaneous refunds and reimbursements. 3