Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CC - January 21, 2014
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV Regular City Council Meeting — Tuesday, January 21, 2014 Call to Order — 7:00 p.m. Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (1/7/14 Regular) Consent Items 2. Approve Payment of Claims — Administration /Finance 3. Approve Resolution/Request MnDOT to Conduct Speed Study /Jay Street NW (North of Bunker Lake Blvd NW) — Engineering 4. Approve Resolution/Request MnDOT to Conduct Speed Study/Martin Street NW (South of Bunker Lake Blvd) — Engineering 5. Approve Extension of Liquor License/Beef O'Brady's — Administration 6. Approve Application for Exempt Permit/Rum River Chapter of MN Deer Hunters — Administration 7. Accept Park & Recreation Commission Resignation — Engineering 8. Approve Commission Appointments — Administration 9. Approve Debt Service Payments - Finance Discussion Items 10. Anoka County Sheriff's Office Monthly Report — Sheriff 11. Approve Preliminary Plat of Bent Creek Shores - Planning 12. Consider Naming 40 Acre Sports Complex/3535 - 161st Avenue NW /12 -31, Cont. — Engineering Staff Items 13. Schedule February Workshop — Administration 14. Schedule 2014 Local Board of Appeal & Equalization —Administration 15. Administrator's Report — Administration Mayor /Council Input Adjournment 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City Administrator FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Approval of Minutes DATE: January 21, 2014 INTRODUCTION The following minutes were provided by TimeSaver, reviewed by Administration and submitted for City Council approval: January 7, 2014 Regular DISCUSSION The minutes are attached for your review. ACTION REQUIRED The City Council is requested to approve the above minutes. Respectfully submitted, vl r l� Michelle Hartner Deputy City Clerk Attach: Minutes 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 REGULAR ANDOVER CITY COUNCIL MEETING —JANUARY 712014 MINUTES The Regular Bi- Monthly Meeting of the Andover City G Gamache, January 7, 2014, 7:00 p.m., at the Andover Ci Andover, Minnesota. Councilmembers present: Mike Knight, Sheri Bukkila, Julie Councilmember absent: None Also present: City Administrator, Jim Dickinsoj City Attorney, Scott Baumgartner Others as called to order by Mayor Mike 1685 Crosstown Boulevard NW, Tony Howard A There were. no changes. Motion by Bukkila, Seconded by Knight,-Jo approve the Agenda as presented. Motion carried unanimously. ; APPROVAL OF November 26, 2013, Workshop Meeting: Correct as presented. Motion by Trude, Seconded by Howard, to approve the minutes as presented. Motion carried unanimously. December 17, 2013, Regular Meeting: Correct as amended. Councilmember Trude requested a correction on page two; one word near the beginning, the reconstruction program should be called the Overlay Program. She also noted on page six she would like the City Administrator to add a sentence near line 25 about the refinancing of the Community Center bonds. A resident asked a question about how much debt the City has and she thought it was Regular Andover City Council Meeting Minutes —January 7, 2014 Page 2 1 out of context when they know they can reduce the debt by about $18 million with the refinancing so 2 she thought an additional sentence clarifying should be added. 3 4 Motion by Trade, Seconded by Howard, to approve the minutes as amended above. Motion carried 5 unanimously. 6 7 CONSENT ITEMS 8 9 Item 2 Approve Payment of Claims 10 Item 3 Accept Feasibility Report/Order Public Hearing/14 -2 & 14- 2A/2014 Street 11 Reconstruction & 159`" Avenue NW Culvert Replacement (See Resolution R001- 12 14) 13 Item 4 Accept Contribution for Dog Park/10 -23 /Jennifer Frisby (See Resolution R002- 14 14) 15 Item 5 Approve 2014 CDBG Application for Planning — Municipal Water Study (See 16 Resolution R003 -14) 17 Item 6 Accept Resignation/Andover Community Center Advisory Commission Member 18 Robin Chambers 19 Item 7 Appoint Missey Hayko /Andover Community Center Advisory Commission 20 21 Motion by Trade, Seconded by Bukkila, approval of the Consent Agenda as read. Motion carried 22 unanimously. 23 24 APPROVE OFFICIAL DEPOSITORIES & BANKS 25 26 Mr. Dickinson explained each year the City Council is required by state law to approve a resolution 27 designating the City's official depositories, supplemental depositories of investments and designating 28 an individual as the approval authority for collateral transactions. 29 30 Motion by Knight, Seconded by Howard, to approve Resolution R004 -14 that designates 31 depositories for City funds and designates the City Administrator of the City of Andover as the 32 approval authority for the release and acceptance of all collateral to be held by the City in 33 conjunction with City funds on deposit with authorized institutions. Motion carried 34 unanimously. 35 36 DESIGNATE OFFICIAL NEWSPAPER 37 38 Mr. Dickinson explained each year the City Council must designate the official newspaper of the 39 City where publication of official notices is made. 40 41 Motion by Trade, Seconded by Bukkila, to designate the Anoka County Union as the official 42 newspaper for 2014. Motion carried unanimously. 43 Regular Andover City Council Meeting Minutes — January 7, 2014 Page 3 1 APPOINT ACTING MAYOR 2 3 Mayor Gamache thanked Councilmember Knight for serving as Acting Mayor in 2013 and 4 recommended Councilmember Bukkila for Acting Mayor in 2014. 5 6 Motion by Trude, Seconded by Howard, to appoint Councilmember Bukkila as Acting Mayor for 7 2014. Motion carried unanimously. 8 9 APPOINT STANDING COMMITTEES 10 11 Mayor Gamache appointed the Councilmembers to the following Standing Committees. 12 13 Public Works Committee 14 15 Councilmember Bukkila as Chair and Councilmember Howard as the other member. 16 17 Newsletter Committee 18 19 Councilmember Trude as Chair and Councilmember Knight as the other member. 20 21 Motion by Howard, Seconded by Bukkila to approve the above appointments. Motion carried 22 unanimously. 23 24 SCHEDULE FEBR CAR YEDA MEETING 25 26 Mr. Dickinson stated the Council is requested to schedule an Economic Development Authority 27 (EDA) meeting at 6:00 pm before the February 5, 2014 City Council meeting. 28 29 Motion by Bukkila, Seconded by Howard to schedule the February EDA Meeting for February 5, 30 2014 at 6:00 p.m. Motion carried unanimously. 31 32 SCHEDULE JANUARY WORKSHOP 33 34 Mr. Dickinson stated the Council is requested to schedule a Council Workshop for the month of 35 January for a number of miscellaneous business items. 36 37 Motion by Bukkila, Seconded by Knight to schedule the January Workshop Meeting for January 38 28, 2014 at 6 :00 p.m. Motion carried unanimously. 39 40 ADMINISTRATOR'S REPORT 41 42 City Staff updated the Council on the administration and city department activities, legislative 43 updates, updates on development /CIP projects, and meeting reminders /community events. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Regular Andover City Council Meeting Minutes — January 7, 2014 Page 4 Mr. Dickinson indicated the EDA closed with Measurement Specialties Inc. on December 30, 2013 for two lots in Andover Station North. Mr. Dickinson indicated the EDA approved a purchase agreement with DSTI for a lot in Andover Station North also. Mayor Gamache thought the sanding trucks have done a great job keeping the roads clean. MAYORICOUNCIL INPUT (2014 Last Year as Mayor) Mayor Gamache hoped everyone had a great holiday and New Year. He noted that 2014 will be his last year as Mayor of Andover as he will be seeking another term next election cycle. He stated it has been a lot of fun for thirteen years and he thought they had done a lot of great things in the City and worked on a lot of tough issues. He thought it was good to have some `new blood' on the Council and it has been great working with the staff and felt they will get a lot done in 2014. (QCTV Changes) Councilmember Trade stated the Council update format at QCTV will be changing. She explained what will be different for the Council. She stated QCTV would like feedback from the Council on what each thinks. (Public Works Thanks) Councilmember Knight commended the Public Works staff for all their hard work this winter in keeping the roads clear. (Fire Department Thanks) Councilmember Bukkila stated she learned something new this week, the Polar Vortex, and she wanted to thank the Fire Department for all they have done during the cold weather emergencies, in particular staffing the fire stations during the past few days. (Mayor's Trail Ride) Mayor Gamache stated the Anoka Chamber will be doing the snowmobile run (Mayor's Trail Ride) again as a fundraiser for Youth First and other area non - profits on Saturday, February 1, 2014. (Anoka Elected Officials Meeting) Mayor Gamache stated there is an Anoka County Local Government Elected Officials meeting the last Wednesday of January. ADJOURNMENT Motion by Bukkila, Seconded by Knight, to adjourn. Motion carried unanimously. The meeting adjourned at 7:30 p.m. Respectfully submitted, Sue Osbeck, Recording Secretary Regular Andover City Council Meeting Minutes —January 7, 2014 Page 5 REGULAR ANDOVER CITY COUNCIL MEETING MINUTES — JANUARY 712014 TABLE OF CONTENTS PLEDGE OF ALLEGIANCE .......................................................................... ............................... 1 RESIDENTFORUM ....................................................................................... ............................... 1 AGENDAAPPROVAL ................................................................................... ............................... 1 APPROVALOF MINUTES ............................................................................ ............................... 1 CONSENTITEMS .......................................................................................... ............................... 2 ApprovePayment of Claims ........................................................................ ............................... 2 Accept Feasibility Report/Order Public Hearing/14 -2 & 14- 2A/2014 Street Reconstruction & 159th Avenue NW Culvert Replacement (See Resolution R001- 14) ... ............................... 2 Accept Contribution for Dog Park/10 -23 /Jennifer Frisby (See Resolution R002- 14) ................ 2 Approve 2014 CDBG Application for Planning — Municipal Water Study (See Resolution R003 -14) .............................................................................................. ............................... 2 Accept Resignation/Andover Community Center Advisory Commission Member Robin Chambers............................................................................................. ............................... 2 Appoint Missey Hayko /Andover Community Center Advisory Commission ............................ 2 APPROVE OFFICIAL DEPOSITORIES & BANKS (See Resolution R004 -14) ......................... 2 DESIGNATE OFFICIAL NEWSPAPER ........................................................ ............................... 2 APPOINTACTING MAYOR ......................................................................... ............................... 3 APPOINT STANDING COMMITTEES ........................................................ ............................... 3 SCHEDULE FEBRUARY EDA MEETING .................................................. ............................... 3 SCHEDULE JANUARY WORKSHOP .......................................................... ............................... 3 ADMINISTRATOR'S REPORT ..................................................................... ............................... 3 MAYOR/COUNCIL INPUT ........................................................................... ............................... 4 2014 Last Year as Mayor ............................................................................. ............................... 4 QCTVChanges ............................................................................................. ..............................4 PublicWorks Thanks ................................................................................... ............................... 4 FireDepartment Thanks ............................................................................... ............................... 4 Mayor's Trail Ride ....................................................................................... ............................... 4 Anoka County Local Government Elected Officials Meeting ..................... ............................... 4 ADJOURNMENT............................................................................................ ............................... 4 �► A 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrator / Finance Director FROM: Lee Brezinka, Assistant Finance Director SUBJECT: Payment of Claims DATE: January 21, 2014 INTRODUCTION Attached are disbursement edit lists for claims related to the on going business of the City of Andover. DISCUSSION Claims totaling $579,822.56 on disbursement edit list #1 - 5 from 01/10/14 to 01/17/14 have been issued and released. Claims totaling $145,226.58 on disbursement edit lists #6 dated 01/21/14 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUESTED The Andover City Council is requested to approve total claims in the amount of $725,049.14. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, le'6- ?�L - Lee Brezmka Attachments: Edit Lists Accounts Payable Computer Check Proof List by Vendor c I T r o e User: BrendaF Printed: 01/09/2014 - 10:41AM Batch: 00406.01.2014 Invoice No Description Amount Payment Date Acct Number Reference Vendor: RegAbstr Registered Abstracters Check Sequence: I ACH Enabled: False Open Space Purchase - Aasness 283,711.25 01/10/2014 4901 - 49300 -65100 Check Total: Vendor: RegAbstr Registered Abstracters Water Main Permanent Easement Check Total: Total for Check Run: Total of Number of Checks: AP- Computer Check Proof List by Vendor (01/09/2014 - 10:41 AM) 283,711.25 5,465.00 5,465.00 289,176.25 2 Check Sequence: 2 01/10/2014 4110- 49300 -63010 ACH Enabled: False Page 1 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 01/10/2014 - 9:28AM Batch: 00408.01.2014 Invoice No Description JY ?- Amount Payment Date Acct Number Vendor: RegAbstr Registered Abstracters - Prop Tax Reallocation 2,627.36 Check Total: 2,627.36 Total for Check Run: 2,627.36 Total of Number of Checks: I Check Sequence: 1 01/10/2014 4901- 49300 -65100 C 1 T Y O F Reference ACH Enabled: False AP- Computer Check Proof List by Vendor (01/10/2014 - 9:28 AM) Page 1 Accounts Payable Computer Check Proof List by Vendor ACH Enabled: False (r}" WUr `� O User: BrendaF 12/31/2013 O�o,ER Printed: 01/15/2014- 2:20PM _ )0 42.78 Batch: 00424.12.2013 1 0101- 45000 -62005 386026- 230286 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Connex] Connexus Energy Check Sequence: I ACH Enabled: False Round Lake & 161st- Signal 39.90 12/31/2013 0101- 43400 -62005 386026 - 230276 Hawkridge Park 42.78 12/31/2013 0101- 45000 -62005 386026- 230286 Sunshine Park 321.34 12/31/2013 0101 - 45000 -62005 386026- 230685 City Hall- Light 1,544.47 12/31/2013 0101- 41910 -62005 386026 - 231135 Round Lake & 138th- Signal 32.46 12/31/2013 0101 - 43400 -62005 386026- 201751 Pumphouse #1 87.46 12/31/2013 5100 -48100 -62005 386026- 201767 Round Lake & 140th - Signal 33.05 12/31/2013 0101- 43400 - 62005 386026- 201777 North Woods West Park 10.15 12/31/2013 0101- 45000 -62005 386026 - 201868 Hanson & 138th Lane 243.80 12/31/2013 5300- 48300 -62005 386026- 202678 Bunker & Hanson- Signal 44.81 12/31/2013 0101- 43400 -62005 386026- 203068 Pumphouse #3 123.87 12/31/2013 5100 - 48100 -62005 386026- 203069 Prairie Knoll Park 36.38 - 12/31/2013 0101- 45000 -62005 386026 - 175813 Creekview Crossing Park 13.26 12/31/2013 0101- 45000 -62005 386026 - 175877 Street Lights 702.63 12/31/2013 0101- 43500 -62005 386026 - 176059 Street Lights 1,242.50 12/31/2013 0101- 43500 -62005 386026- 176061 Street Lights 15,426.19 12/31/2013 0101 - 43600 -62005 386026 - 176201 Tower #1 38.12 12/31/2013 5100- 48100 -62005 386026- 178452 Fire Station #2 379.51 12/3112013 010141920 -62005 386026 - 178835 Lift Station #1 155.30 12/31/2013 5200- 48200 -62005 386026- 178836 13404 Narcissus St- Light 13.26 12/31/2013 0101- 45000 -62005 386026 - 201125 Pumphouse #2 197.03 12/31/2013 5100 -48100 -62005 386026 - 201125 Round Lake & 136th - Signal 16.64 12/31/2013 0101- 43400 -62005 386026 - 201283 14298 Round Lake - Signal 32.69 12/31/2013 0101- 43400 -62005 _ 386026- 279219 Andover Station North Ballfld 204.77 12/31/2013 0101- 45000 -62005 386026- 292034 Andover St Ballfield Lights 28.95 12/31/2013 0101- 45000 -62005 386026- 292904 Andover St Ballfield Lights 43.43 12/31/2013. 0101 - 43500 -62005 386026 - 292904 Public Works 1,734.41 12/31/2013 0101 - 41930 -62005 386026- 159276 Langseth Park 13.26 12/31/2013 0101- 45000 -62005 386026- 174273 Hidden Creek North Park 26.52 12/31/2013 0101 - 45000 -62005 386026- 174280 Fox Meadows Park 13.26 12/31/2013 0101- 45000 -62005 386026 - 175264 Nordeens Park 8.68 12/31/2013 0101- 45000 -62005 386026- 175703 Wayside Horn - 1000 Crosstown Blvd. 21.33 12/31/2013 0101- 43400 -62005 386026 - 299229 AP- Computer Check Proof List by Vendor (01 /15/2014 - 2:20 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Control Valve Vault 29.04 12/31/2013 5100- 48100 -62005 386026 - 201816 Signal- Crosstown & Andover Blvd. 37.86 12/31/2013 0101 - 43400 -62005 386026- 266238 Andover Station 1I - Lights 179.55 12/31/2013 2110- 00000 -11310 386026 - 295855 1019 Andover Blvd- Wayside Horn 18.06 12/31/2013 0101 - 43400 -62005 386026- 297583 Crooked Lake Boat Shelter 21.95 12/31/2013 0101- 45000 -62005 386026- 298796 Signal -13976 Hanson Blvd. NW 30.81 12/31/2013 0101- 43400 -62005 386026 - 298781 Oak Bluff Park - 8.68 12/31/2013 0101- 45000 -62005 386026 - 299378 Street Lights -1721 Bunker Lake Blvd 95.45 12/31/2013 2110- 00000 -11310 386026 - 299532 Street Light -13980 Hanson Blvd 73.87 12/31/2013 2110- 00000 -11310 386026 - 299533 ASN Street Lights 231.01 12/31/2013 2110- 00000 -11310 386026- 299989 Siren #5 - 2748 161st Ave NW 5.34 12/31/2013 0101 - 42400 -62005 386026 - 300397 Siren #12 - Bunker & Marigold St. NW 5.34 12/31/2013 0101 - 42400 -62005 - 386026- 300398 Siren #10 -145th & Vintage St. NW 5.34 12/31/2013 0101- 42400 -62005 386026 - 300399 Siren #11 - 138th Lane & Drake St. NW 5.34 12/31/2013 0101 - 42400 -62005 386026- 300400 Siren #6 -16050 Constance Blvd. NW 5.34 12/31/2013 010142400 -62005 386026- 300401 Siren #8- 1685 Crosstown Blvd. NW 5.34 12/31/2013 0101 - 42400 -62005 386026- 300402 Siren #2- 174th & Round Lake Blvd. NW 5.34 12/31/2013 0101- 42400 -62005 386026- 300403 Siren #9 - 139th & Crosstown Blvd. NW 5.34 12/31/2013 0101- 42400 -62005 386026- 300404 Siren #7 - Andover Blvd. & Prairie Road 5.34 12/31/2013 0101- 42400 -62005 386026 - 300405 Siren #1- 176th & Ward Lake Drive NW 5.34 12/31/2013 0101 - 42400 -62005 386026- 300406 Siren #3 - 16860 Roanoke St. NW 5.34 12/31/2013 0101- 42400 -62005 386026- 300407 Siren #4 - 158th & Dakota St. NW 5.34 12/31/2013 0101- 42400 -62005 386026- 300408 Hawkridge Park - Service #2 67.80 12/31/2013 0101 - 45000 -62005 386026 - 301889 Chesterton Commons Park 8.68 12/31/2013 0101- 45000 -62005 386026. 301899 Country Oaks West Park 8.68 12/31/2013 0101- 45000 -62005 386026 - 301901 3200 S Coon Creek Dr -Ctrl Valv 21.36 12/31/2013 5100- 48100 -62005 386026- 300652 - CH Campus Outdoor I lockey Rinks 97.29 12/31/2013 0101- 45000 -62005 386026- 302015 Woodland Creek Golf Course Pro 11.45 12/31/2013 4140 - 49300 -62005 386026- 248020 14002 Crane St. NW 8.68 12/31/2013 0101- 45000 -62005 386026 - 294591 13711 Crosstown Blvd NW 37.27 12/31/2013 2110 - 46500 -62005 386026 - 303295 Sports Complex -3535 161stAve 32.06 12/31/2013 0101 -45000 -62005 386026- 304108 303870 -13297 Round Lk Blvd 17.47 12/31/2013 2110- 46500 -62005 386026 -72070 Bunker Lake & Crosstown - Signal 40.84 12/31/2013 0101 - 43400 -62005 386026- 251654 Lift Station #4 192.71 12/31/2013 - 5200- 48200 -62005 386026- 251905 Lights on Signals 196.94 12/31/2013 0101- 43500 -62005 386026 - 254291 Pumphouse #7 58.47 12/31/2013 5100- 48100 -62005 386026 - 255064 13551 Jay Street- Lights 373.97 12/31/2013 2110- 00000 -11310 386026- 255962 Martin & Commercial - Ligthts 214.90 12/31/2013 2110- 00000 -11310 386026- 255963 Lift Station #7 66.64 12/31/2013 5200- 48200 -62005 386026 - 275284 Prairie Knoll Park 306.05 12/31/2013 0101 - 45000 -62005 386026- 275569 Lift Station #6 50.84 12/31/2013 5200- 48200 -62005 386026- 276742 Timber Trail Park Security Lights 10.36 12/31/2013 0101- 45000 -62005 386026- 277955 Fire Station #3 751.24 12/31/2013 010141920 -62005 386026- 279236 AP- Computer Check Proof List by Vendor (01/15/2014 - 2:20 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Community Center 13,371.38 12/31/2013 2130 - 44000 -62005 386026- 281212 Lift Station #8 85.75 12/31/2013 5200- 48200 -62005 386026- 281840 13914 Prairie Road- Signal 26.21 12/31/2013 0101- 43400 -62005 386026- 282927 Andover Blvd & Hanson - Signal 36.33 12/31/2013 0101 - 43400 -62005 386026- 284894 Pine Hills Park 13.26 12/31/2013 0101- 45000 -62005 386026- 256788 Hidden Creek North Park 10.15 12/31/2013 0101 - 45000 -62005 386026- 261455 Shadowbrook East Park 18.83 12/31/2013 0101- 45000 -62005 386026- 267140 City Hall Park Lighting 27.50 12/31/2013. 0101- 45000 -62005 386026 - 268970 1600 Crosstown Blvd - Signal 33.01 12/31/2013 0101- 43400 -62005 386026 - 269010 2139 BunkerLake - Signal 39.65 12/31/2013 0101- 00000 -11310 386026- 269011 Terrace Park Lights 8.68 12/31/2013 0101- 45000 -62005 386026 - 270409 Eveland Field Lights 8.68 12/31/2013 0101 - 45000 -62005 386026 - 270410 Wild Iris Park Lights 8.68 12/31/2013 0101- 45000 -62005 386026 - 270411 Stroonman Park Lights 8.68 12/31/2013 0101- 45000 -62005 386026- 270412 Water Treatment Plant 2,994.31 12/31/2013 510048100 -62005 386026- 271472 Sunshine Park- Electric 32.06 12/31/2013 0101 - 45000 -62005 386026- 273153 Pumphouse #8 732.30 12/31/2013 5100- 48100 -62005 386026 - 273808 15700 7th Ave- Signal 31.39 12/31/2013 0101- 43400 -62005 386026- 275108 Fire Station #1 633.70 12/31/2013 0101 -41920 -62005 386026 -68989 Lift Station #5 47.33 12/31/2013 5200- 48200 -62005 386026- 273019 Community Center Concession Stand 413.55 12/31/2013 2130 - 44100 -62005 386026- 281212 Red Oaks West Park 13.26 12/31/2013 0101- 45000 -62005 386026- 246005 Lift Station #2 65.84 12/31/2013 5200- 48200 -62005 386026- 250066 Lift Station 43 73.24 12/31/2013 5200 -48200 -62005 386026- 250421 Northwood East Park 8.68 12/31/2013 0101- 45000 -62005 386026- 250587 Bunker Like & IleatherSt - Signal 38.44 12/31/2013 0101- 43400 -62005 386026- 251490 Bunker Lake & Rose St - Signal 39.65 12/31/2013 0101- 43400 -62005 386026- 251491 Bunker Lake & Jay St - Signal 40.45 12/31/2013 0101- 43400 -62005 386026 - 251653 Signal 15390 Hanson Blvd 31.84 12/31/2013 0101- 43400 -62005 386026 - 287969 1157 Andover Blvd- Well #9 2,813.21 12/31/2013 5100- 48100 -62005 386026- 286880 Signal 15698 Rd Lk Blvd 32.93 12/31/2013 0101 - 43400 -62005 386026- 290712 Lift Station #9 47.91 12/31/2013 5200- 48200 -62005 386026 - 287602 Country Oaks Park 5.34 12/31/2013 0101 - 45000 -62005 386026- 289790 Round Lake & 136th - Signal 16.64 12/31/2013 0101 - 00000 -13201 386026- 201283 Round Lake & 135th- Signal 16.87 12/31/2013 0101- 43400 -62005 386026 - 201284 Round Lake & 135th- Signal 16.88 12/31/2013 0101- 00000 -13201 386026 - 201284 County Road 9 & 116- Signal 28.94 12/31/2013 0101 - 43400 -62005 386026 - 201749 County Road 9 & 116 - Signal 9.65 12/31/2013 0101- 00000 -13201 386026- 201749 Pumphouse #4 143.68 12/31/2013 5100- 48100 -62005 386026- 231280 City Hall Garage 21.95 12/31/2013 0101 - 41960 -62005 386026- 231281 Tower #2 77.42 12/31/2013 5100- 48100 -62005 386026 - 231282 Pumphouse #5 407.30 12/31/2013 5100- 48100 -62005 386026 - 237118 Hidden Creek East Park 13.26 12/31/2013 0101- 45000 -62005 - 386026 - 238967 AP- Computer Check Proof List by Vendor (01/15/2014 - 2:20 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Pleasant Oaks Park 13.26 12/31/2013 010145000 -62005 386026 - 238968 Pumphouse #6 51.99 12/31/2013 5100- 48100 -62005 386026- 245409 Kelsey/Round Lake Park 13.26 12/31/2013- 0101- 45000 -62005 386026- 246004 304218 -Shady Knoll Park 13.26 12/31/2013 0101- 45000 -62005 386026- 303796 Check Total: 48,875.85 Total for Check Run: 48,875.85 Total of Number of Checks: AP- Computer Check Proof List by Vendor (01/15/2014 - 2:20 PM) Page 4 Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 01/16/2014 - 10:25AM Batch: 00413.01.2014 4i� 9 ND0& 0 Invoice No Description Amount Payment Date Acct Number Reference Vendor: RegAbstr Registered Abstracters Check Sequence: 1 ACH Enabled: False Final Settlement - Aasness 755.67 01/16/2014 4601- 49300 -65100 Check Total: 755.67 Total for Check Run: 755.67 Total of Number of Checks: 1 AP- Computer Check Proof List by Vendor (01/16/2014 - 10:25 AM) Page I Accounts Payable Computer Check Proof List by Vendor User: BrendaF Printed: 01/17/2014 - I1:06AM Batch: 00417.01.2014 CITY OF ,� Invoice No Description Amount Payment Date Acct Number Reference Vendor: AceSolid Ace Solid Waste, Inc. 1,343.57 Check Sequence: 1 ACH Enabled: False 016067/10991432 Jan 2014 Paper Recycling 219.89 01/17/2014 0101 - 46000 -63010 094679/10992455 Jan 2014 Commercial Waste & Recycling 219.07 01/17/2014 - 2130- 44100 -63010 094679/10992455 Jan 2014 Commercial Waste & Recycling 438.13 01/17/2014 2130 - 44000 -63010 134716/10983957 Dec 2013 Trash Removal 466.48 12/31/2013 0101- 45000 -62020 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page I Check Total: 1,343.57 Vendor: Aircon Aircon Electric Corporation Check Sequence: 2 ACH Enabled: False 10194- 2013 -I Relocation of Recycling Center 4,185.07 12/31/2013 0101 - 46000 -65200 10255- 2013 -1 Move T Lights - Workshop to Mechanics Bay 1,385.68 12/31/2013 0101- 41930 -63105 10265- 2013 -1 Ice Rink Control Wiring 706.91 12/31/2013 2130 - 44300 - 63105 10269 - 2013 -1 Roof Top Unit on PW Building 1,097.96 12/31/2013 0101- 41930 -63105 10277 - 2013 -1 RepairEmergency Lights @C11 201.30 12/31/2013 0101 - 41910 -63105 10282 - 2013 -1 Remove Shoe Box Lights - Shop Garage 293.17 12/31/2013 0101 - 41930 -63105 10289 - 2013 -1 Repair Receptacles not Working in Garage 317.01 12/31/2013 0101 - 41920 -63105 Check Total: 8,187.10 Vendor: AlliedWa Allied Waste Services #899 - Check Sequence: 3 ACH Enabled: False 0899- 002402122 Jan 2013 Recycling Service 574.16 01/17/2014 0101- 46000 -63010 Check Total: 574.16 Vendor: AncomCon Ancona Cotmuunications, Inc. Check Sequence: 4 ACH Enabled: False 42450 New MinitorV 1CH S VI-IF Pager 3,199.00 12/31/2013 0101 - 42200 -61020 Check Total: 3,199.00 Vendor: AncontTec Ancom Technical Center - Check Sequence: 5 ACH Enabled: False 42345 Parts to Repair Radio on Unit #101 70.00 12/31/2013 6100 - 48800 -61115 42345 Labor to Repair Radio on Unit #101 533.75 12/31/2013 6100- 48800 -63135 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page I Invoice No Description Amount Payment Date Acct Number Reference Check Total: 603.75 Vendor: AnkCity City of Anoka Check Sequence: 6 ACH Enabled: False 201312192706 Traffic Signal(? County Road 7 & 116 33.51 12/31/2013 0101- 43400 -62005 201401152753 Traffic Signal @ County Road 7 & 116 19.30 01/17/2014 0101- 43400 -62005 Check Total: 52.81 Vendor: AnkCo14 Anoka Co Recorder Check Sequence: 7 ACH Enabled: False 520 Recording Fees 230.00 12/31/2013 0101- 41500 -63215 Check Total: 230.00 Vendor: AnkCo01 Anoka Co Treasurer Check Sequence: 8 ACH Enabled: False 233399 Signal -15390 Hanson Blvd 333.01 12/31/2013 0101- 43400 -63100 233399 Signal Bunker & Quinn 588.52 12/31/2013 0101 - 00000 -11310 233399 Signal Andover & Crosstown 1,132.43 12/31/2013 0101- 43400 -63100 Check Total: 2,053.96 Vendor: ASCAP ASCAP Check Sequence: 9 ACI I Enabled: False 500578884 2014 License Fee 165.00 01/17/2014 2130 - 44300 -61320 500578884 2014 License Fee 165.00 01/17/2014 2130- 44400 -61320 Check Total: 330.00 Vendor: AutoNatn AutoNation Ford While Bear Lake Check Sequence: 10 ACH Enabled: False 209152 Labor to Repair Unit #569 650.00 12/31/2013 6100- 48800 -63135 209152 - Parts to Repair Unit #569 - 344.56 12/31/2013 6100-48800-61115 215431 Parts to Repair F550 Truck 2,363.50 12/31/2013 6100 - 48800 -61115 215431 Labor to Repair 17550 Truck 3,587.62 12/31/2013 6100- 48800 -63135 Check Total: 6,945.68 Vendor: BMI BMI Check Sequence: 11 ACH Enabled: False 24444623 2014 License Fee 330.00 01/17/2014 2130 - 44300 -61320 Check Total• 330.00 Vendor: Boyerl Boyer Truck Parts Check Sequence: 12 ACH Enabled: False 810570 Parts for Unit #202 67.76 12/31/2013 6100- 48800 -61115 Check Total: 67.76 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vendor: BSNSport BSN Sports Check Sequence: 13 ACH Enabled: False 95725239 ases /Aluntinurn Rake/Home Plate 3,519.29 12/31/2013 0101- 45000 -61020 Check Total: 3,519.29 - - Vendor: Centerpt CenterPoint Energy Check Sequence: 14 ACH Enabled: False 5825952 Equipment Building 219.59 12/31/2013 0101 - 41950 -62015 5825952 5840270 Water Treatment Plant 2,068.82 12/31/2013 5100- 48100 -62015 5840270 5840341 Prairie Knoll Park 78.92 12/31/2013 0101 - 41990 -62015 5840341 5541153 Fire Station #1 767.94 12/31/2013 010141920 -62015 5841153 5841451 Fire Station #2 798.13 12/31/2013 0101 - 41920 -62015 5841451 5852601 Fire Station #3 931.70 12/31/2013 0101 - 41920 -62015 5852601 5864630 Pumphouse #4 88.99 12/31/2013 5100- 48100 -62015 5864630 5883191 Sunshine Park 343.00 12/31/2013 0101- 41970 -62015 5883191 SS93307 well #1 78.26 12/31/2013 5100- 48100 -62015 5893307 5907226 Pumphouse #6 ' 78.19 12/31/2013 5100- 48100 -62015 5907226 5927939 Pumphouse #7 - 95.47 12/31/2013 5100 -48100 -62015 5927939 5945463 Well #3 56.62 12/31/2013 5100- 48100 -62015 5945463 5950580 City Hall /Senior Center 895.39 12/31/2013 0101 -41910 -62015 5950580 6122574 Litt Station #4 - 14.91 12/31/2013 5200- 48200 -62015 6122874 7575198 ASN BallSelds 204.24 12/31/2013 0101 -41980 -62015 7575198 7725077 Lift Station #1 15.59 12/31/2013 5200- 48200 -62015 7725077 8743371 Winning House 31.43 12/31/2013 0101- 45000 -62015 8743371 Check Total: 6,767.19 Vendor: CentLind Central Landscape Supply Check Sequence: 15 AChI Enabled: False . 237755 Solo 425 Piston Backpack - 505.52 12/31/2013 0101- 45000 -61130 Check Total: 505.52 Vendor: CESh magi CES Imaging Check Sequence: 16 .ACH Enabled: False 295454 Double Matte Inkjet Film 206.26 12/31/2013 0101-41600 -61005 Check Total: 206.26 Vendor: Clareys Clarey's Safety Equipment Check Sequence: 17 ACH Enabled: False 153321 Monthly Clibration of Gas Monitor 100.00 12/31/2013 0101- 42200 -61020 Check Total: 100.00 Vendor: ClassC Class C Components Inc. Check Sequence: 18 - ACH Enabled: False 133657 Paper Towel /Garbage Bags /Toilet Cleaner 487.61 12/31/2013 2130 - 44000 -61020 133687 -01 Toilet Bowl Cleaner 42.34 12/31/2013- 2130 - 44000 -61020 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 3 Invoice No Description Amount Payment Date Acet Number Reference 134202 Toilet Bowl Cleaner 116.10 01/17/2014 213044000 -61020 133rd Ave & Coon Creek Blvd 15.22 Check Total: 646.05 Check Total: 30.63 Vendor: Comcast4 Comcast Vendor: Cottens Cottens', Inc Check Sequence: 19 ACH Enabled: False 900524839 Public Works - PRI T1 Loop (18 44.07 01/17/2014 0101 - 41930 -62030 6100- 48800 -61115 900524839 Water Treatment Plant- PRI T1 17.14 01/17/2014 5100- 48100 -62030 001833 900524839 Community Center - PRI TI Loop 19.59 01/17/2014 2130 - 44000 -62030 Returned V -Belts & U -Joint 900524839. Fire Station #1 - PRI T1 Loop 24.49 01/1712014 0101- 41920 -62030 9.02 900524839 City Hall - PRI TI Loop (57 %) 139.57 01/17/2014 0101- 41910 -62030 12/31/2013 6100- 48800 -61115 Check Total: 244.86 Vendor: Comcast5 Comcast Check Sequence: 20 ACH Enabled: False 877210789000108 Fire Station #2 397.56 12/31/2013 0101- 41920 -62030 877210789000108 Fire Station #3 552.59 12/31/2013 0101 - 41920 -62030 877210789000108 Public Works 105.06 12/31/2013 010141930 -62030 877210789000108 Public Works 420.23 12/31/2013 5100- 48100 -62030 877210789000108 Water Treatment Plant 707.62 12/31/2013 5100- 48100 -62030 877210789000108 Community Center 635.20 12/31/2013 2130 -44000 -62030 877210789000108 City Hall 1,452.21 12/31/2013 0101 - 41910 -62030 877210789000108 Fire Station #1 619.86 12/31/2013 0101- 41920 -62030 877210789000108 Andover Station North Ball6elds 204.58 12/31/2013 0101- 41980 -62030 Check Total: 5,094.91 Vendor: ComntRefr Commercial Refrigeration Check Sequence: 21 ACH Enabled: False 41734 Vilter Suction Thennometer 241.54 01/17/2014 2130 - 44300 -61105 Check Total: 241.54 Vendor: CoonRapi City of Coon Rapids Check Sequence: 22 10672 133rd Ave & Hanson Blvd 15.41 - 12/31/2013 0101 - 43400 -62005 10672 133rd Ave & Coon Creek Blvd 15.22 12/31/2013 0101- 43400 -62005 Check Total: 30.63 Vendor: Cottens Cottens', Inc Check Sequence: 23 001429 V -Belt - 41.55 12/31/2013 6100- 48800 -61115 001833 Rocker Switch 55.25 12/31/2013 6100 -48800 -61115 001833 Blaster Penetrant 72.98 12/31/2013 6100 -48800 -61020 001876 Returned V -Belts & U -Joint - 172.86 12/31/2013 6100- 48800 -61115 003088 Oil Filter for Unit #9 - 9.02 12/31/2013 6100- 48800 -61115 003916 Parts for Unit #338 241.73 12/31/2013 6100- 48800 -61115 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) ACH Enabled: False ACH Enabled: False Page 4 Iltvoice No Description Amount Payment Date. Acct Number Reference 997384 - Winter Defense 76.85 12/31/2013 6100- 48800 -61115 Check Total: 324.52 Vendor: Crabtree Crabtree Companies, Inc. Check Sequence: 24 ACH Enabled: False 121277 Sharp Copier Lease 130.39 12/31/2013 0101- 41420 -62200 Check Total: 130.39 - Vendor: CustTmc Custom Truck Accessories Check Sequence: 25 ACH Enabled: False 42067 Truck Bed Covers 4,410.00 12/31/2013 0101- 42200 -61020 . _ Check Total: 4,410.00 Vendor: Dalco Dalco Check Sequence: 26 ACH Enabled: False 2689068 Toilet Tissue/Vacuum Bags /Soap 591.19 12/31/2013 2130 -44000 -61020 Check Total: 591.19 Vendor: DehnOil Dchn Oil Company Check Sequence: 27 ACH Enabled: False 25040675 Diesel Fuel 4,958.95 12/31/2013 6100- 48800 -61050 28398 Unleaded Fuel 1,254.98 01/17/2014 6100 -48800 -61045 28399 Diesel Fuel 2,301.75 01/17/2014 6100 - 48800 -61050 28418 Unleaded Fuel 722.93 12/31/2013 6100- 48800 -61045 28419 Diesel Fuel 5,695.63 12/31/2013 6100 -48800 -61050 29556 Unleaded Fuel 724.95 12/31/2013 6100.48800 -61045 29557 Diesel Fuel 4,266.93 12/31/2013 6100 -48800 -61050 Check Total: 19,926.12 Vendor: DelegToo Delegard Tool Co. Check Sequence: 28 ACH Enabled: False 864278 Tools 119.91 12/31/2013 6100 - 48800 -61205 Check Total: 119.91 Vendor: DeltaDen Delta Dental of Minnesota Check Sequence: 29 ACH Enabled: False 5340803 January 2014 Premium 3,281.95 01/17/2014 0101 - 00000 -21208 5340803 January 2014 Premium 263.60 01/17/2014 7100- 00000 -21218 Check Total 3,545.55 Vendor: DeptLabo Department of Labor & Industry - Check Sequence: 30 ACH Enabled: False Dec 2013 December 2013 Surcharge Report -25.00 12/31/2013 0101- 42300 -54325 Dec 2013 December 2013 Surcharge Report 912.08 12/31/2013 0101- 00000 -23201 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 887.08 Vendor: DiscTire Discount Tire Check Sequence: 31 ACH Enabled: False 5627905 Tire for Unit #1391 213.75 12/31/2013 6100 - 48800 -61115 Check Total: 213.75 Vendor: Dusty Dusty's Body Shop, Inc. Check Sequence: 32 ACH Enabled: False 17216 Labor to Repair Unit #97-578 2,275.00 12/31/2013 6100- 48800 -63135 17216 Parts to Repair Unit #97 -578 800.46 12/31/2013 6100- 48800 -61115 Check Total: 3,075.46 Vendor: ECM ECM Publishers, Inc. Check Sequence: 33 ACH Enabled: False 60158 Recycle Dates Postcards 909.51 12/31/2013 0101 - 46000 -63010 Check Total: 909.51 - Vendor: EganScry Egan Scrvicc Check Sequence: 34 ACH Enabled: False JC10092376 Dec 2013 Semi Annual Yearly Maint. 1,395.00 12/31/2013 0101 - 43400 -62300 Check Total: 1,395.00 Vendor: EmerAppa Emergency Apparatus Maint Check Sequence: 35 ACH Enabled: False 71744 Labor to Repair Unit H4808 457.50 12/31/2013 6100 - 48800 -63135 71744 Parts to Repair Unit #4808 144.79 12/31/2013 6100- 48800 -61115 Check Total: 602.29 Vendor: EnvEquip Environmental Equipment Check Sequence: 36 ACH Enabled: False 10870 BAH Broom for Units #171 & #172 748.13 12/31/2013 6100- 48800 -61115 Check Total: 748.13 Vendor: FIRE F.I.R.E. Check Sequence: 37 ACH Enabled: False 482 - IiazMat/HazMat Spill Training 700.00 01/17/2014 0101 - 42200 -61315 Check Total: 700.00 Vendor: Fastenal Fastenal Company Check Sequence: 38 ACH Enabled: False MNTC8104805 Misc. Supplies 84.50 12/31/2013 0101 - 41930 -61120 Check Total: 84.50 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Ferguson Ferguson Waterworks Check Sequence: 39 ACH Enabled: False 0064920 Pckt Proer Wall Unit 75.00 12/31/2013 5100- 48100 -61005 Check Total: - 75,00 Vendor: FletPrid FleetPride Truck & Trailer Parts Check Sequence: 40 ACH Enabled: False 58331991 8 Round Convex SST, CTR MT 29.66 12/31/2013 6100- 48800 -61115 58611284 Cable for Unit #124 155.40 01/17/2014 6100- 48800 -61115 Check Total: 185.06 Vendor: Frattalo Frattallone's Hardware Sto Check Sequence: 41 ACH Enabled: False 20233 Fasteners - 4.54 12/31/2013 0101- 41930 -61120 20249 Misc. Hardware 48.95 12/31/2013 0101- 41930 -61120 20280 - Parts for Unit #525 24.56 12/31/2013 6100- 48800 - .61115 20294 Misc. Hardware 36.01 12/31/2013 0101 - 41930 -61120 20336 Nozzel Gun Cushion Grip 10.68 12/31/2013 0101- 42200 -61020 20347 Epoxy Gloss White 6.40 12/31/2013 0101- 45000 - 61105 20365 Storage Bags 3.62 12/31/2013 5100 -48100 -61135 20366 Batteries 5.65 12/31/2013 0101- 41930 -61105 20410 Nylon Rope 5.87 12/31/2013 5100- 48100 -61135 570406 Nozzel Gun Cushion Grip 4.42 12/31/2013 0101- 42200 -61020 Check Total: 150.70 Vendor: G &K G &K Services Check Sequence: 42 ACH Enabled: False 1182897647 Uniform Cleaning 26.25 01/1712014 5100- 48100 -61005 1182897647 Uniform Cleaning 26.21 01/17/2014 6100- 48800 -61020 1182897647 Uniform Cleaning 78.70 01/17/2014 0101 - 45000 -61020 1182897647 Uniform Cleaning 26.25 01/17/2014 0101- 43300 -61020 1182897647 Uniform Cleaning - 183.65 01/17/2014 0101 - 43100 -61020 ' 1182897647 Uniform Cleaning 52.45 01/17/2014 5200- 48200 -61005 1182897648 Floor Mat Rental 55.77 01/17/2014 0101- 41930 -62200 1182897649 Floor Mat Rental 34.56 01/17/2014 0101 - 41910 -62200 Check Total: 483.84 Vendor: Gasboy Gasboy International, Inc. Check Sequence: 43 ACH Enabled: False 700076 Gasboy Software 142.00 01/17/2014 6100- 48800 -62305 - Check Total: 142.00 Vendor: GopherSt Gopher State One -Call Inc Check Sequence: 44 ACH Enabled: False 86192 Billable Locates 55.20 12/31/2013 5200- 48200 -63040 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 86192 Billable Locates 55.20 12/31/2013 5100 -48100 -63040 Check Total: 110.40 Vendor: GovConn GovConnection, Inc. Check Sequence: 45 ACH Enabled: False 50927890 1 T WD Elements USB 3.0 79.30 12/31/2013 0101 - 41420 -61225 50927890 Black Toner 105.90 12/31/2013 2130 -44000 -61020 50951111 IPadA WiFi16 GB 767.89 12/31/2013 0101- 43300 -61020 Check Total: 953.09 Vendor: Grainger Grainger Check Sequence: 46 ACH Enabled: False 9326481349 Hand Oil Pump & Antislip Tape 337.94 12/31/2013 2130- 44300 -61020 Check Total 337.94 Vendor: GrtRvGre Great River Greening Check Sequence: 47 ACH Enabled: False 2158 - Martin's Meadows Improvements 2,250.00 12/31/2013 0101- 45000 -63010 Check Total: 2,250.00 Vendor: GSDirect GSDirect Inc. Check Sequence: 48 ACH Enabled: False 303456 Carrier Strips Transparent 116.42 01/17/2014 0101- 41600 -61005 Check Total: 116.42 Vendor: MESABI II & L Mesabi, Inc. Check Sequence: 49 ACH Enabled: False 89178 Center & End Blades 955.87 12/31/2013 0101- 43200 -61105 Check Total: 955.87 Vendor: HagforsT Ted Hagfors Inc. Check Sequence: 50 ACH Enabled: False 201321 2013 Electrical Inspections 5,059.05 12/31/2013 0101- 42300 -63005 201401 2014 Electrical Inspections 2,039.85 01/17/2014 0101- 42300 -63005 Check Total: 7,098.90 Vendor: Haldeman Haldeman Homme, Inc. Check Sequence: 51 ACH Enabled: False 304531C Pulastic Mat Cleaner 198.00 01/17/2014 2130- 44400 -61020 Check Total: 198.00 Vendor: HDSuppW HD Supply Waterworks, LTD, Check Sequence: 52 ACH Enabled: False B888611 Meter Supplies 28.29 12/31/2013 5100 -48100 -61150 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference • Check Total: 28,29 Vendor: HLBTautg HLB Tautges Redpath, Ltd. Check Sequence: 53 ACH Enabled: False 150412256 Progress Billing on 2013 Audit 107.00 12/31/2013 2220 - 41600 -63005 150412256 Progress Billing on 2013 Audit 245.00 12/31/2013 5300- 48300 -63005 150412256 Progress Billing on 2013 Audit 248.00 12/31/2013 2110- 46500 -63005 150412256 'Progress Billing on 2013 Audit 2,893.00 12/31/2013 0101- 41400 -63005 150412256 Progress Billing on 2013 Audit 811.00 12/31/2013 5100- 48106 -63005 150412256 Progress Billing on 2013 Audit 811.00 12/31/2013 5200- 48200 -63005 Check Total: 5,115.00 Vendor: HowiesHo Howies Hockey Tape Check Sequence: 54 ACH Enabled: False 14473 Resale Items for Pro Shop 268.51 01/1712014 2130 - 44200 -61245 Check Total: 268.51 Vendor: HydraPlu Hydraulics Plus & Consulting Check Sequence: 55 ACH Enabled: False 4115 Labor for Wing Cylinder 175.00 12/31/2013 6100 - 48800 -63135 4115 Parts for Wing Cylinder 69.21 12/31/2013 6100- 48800 -61115 4119 Parts for Unit #452 133.09 01/17/2014 6100- 48800 -61115 Check Total: 377.30 Vendor: Hydromet llydromethods, LLC Check Sequence: 56 ACH Enabled: False 201401507 3rd Gen Surface Water Mgmt 1,813.00 12/31/2013 5300- 48300 -63010 Check Total: 1,813.00 Vendor: InstrRes Instrumental Research, Inc Check Sequence: 57 ACH Enabled: False 8350 December 2013 Total Coliform 180.00 12/31/2013 5100- 48100 -63005 Check Total: 180.00 Vendor: JEFFER Jefferson Fire & Safety In - Check Sequence: 58 ACH Enabled: False 202605 Coat & Pants- N.Renk & S. Curry 4,177.18 12/31/2013 0101 - 42200 -61020 Check Total: - 4,177.18 Vendor: KayParkR Kay Park Rec Corp Check Sequence: 59 ACH Enabled: False 123002MN Litter Bags /Doggie Bags /Bench Frames 4,116.10 12/31/2013 0101 - 45000 -61020 123002MN Litter Bags/Doggie Bags/Bench Frames - 265.00 12/31/2013 0101- 00000 -20301 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Check Total:. 3,851.10 Vendor: Kensing Kensington, Inc. Check Sequence: 60 ACH Enabled: False Kensington Est 7th Addn 7.24 12/31/2013 720041400 -56910 Kensington Est 7th Addn 2,500.00 12/31/2013 7200- 00000 -24203 Check Total: 2,507.24 Vendor: Lawson Lawson Products, Inc. Check Sequence: 61 ACH Enabled: False 9302131426 Misc. Supplies 429.73 12/31/2013 6100 - 48800 -61020 Check Total: 429.73 Vendor: LMNCIT League of Minnesota Cities Check Sequence: 62 ACH Enabled: False 45662 2014 Economic Development Ins. 3,670.00 01/17/2014 2110- 46500 -62100 Check Total: 3,670.00 Vendor: LittleFa Little Falls Machine, Inc. - Check Sequence: 63 ACH Enabled: False 00052525 TDL Moldboard Cyl /Steel Cap 901.29 12/31/2013 6100 -48800 -61115 00052538 Hub, Motor 964.34 12/31/2013 6100- 48800 -61115 Check Total: 1,865.63 Vendor: LOCATO Locators & Supplies, Inc. Check Sequence: 64 ACH Enabled: False 0219348 -IN SareIy G lass cs 41.74 12/31/2013 0101 - 43100 -61020 Check Total: 41.74 Vendor: LRRWMO LRRWMO Check Sequence: 65 ACH Enabled: False 303 Sports Complex - 3535 161 st Ave 40.17 12/31/2013 4180- 49300 -63010 Check Total: - 40.17 Vendor: LRRWMO LRRWMO Check Sequence: 66 ACH Enabled: False 159th Ave Culvert Replacement 1,000.00 01/17/2014 4140- 49300 -63005 Check Total: 1,000.00 Vendor: LubrTech Lubrication Technologies, Inc. Check Sequence: 67 ACH Enabled: False 2314132 15W40 Oil 1,234.96 01/17/2014 6100 -48800 -61115 2315053 424 Mobilfluid 689.88 01/17/2014 6100 - 48800 -61115 Check Total: 1,924.84 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: MainMo Main Motors Chev - Cadillac Check Sequence: 68 ACH Enabled: False 295741 103 -05 Fluid 100.21 12/31/2013 6100 -48800 -61115 295878 Parts for Unit #9 35.04 12/31/2013 6100- 48800 -61115 296123 Parts for Unit #4805 48.38 01/17/2014 6100- 48800 -61115 Check Total: 183.63 Vendor: MakinenD Dana Makinen Check Sequence: 69 ACH Enabled: False 2014 Medical Flex Acct 422.00 01/17/2014 0101- 00000 - 21211 Check Total: 422.00 Vendor: MarlinBk Marlin Business Bank Check Sequence: 70 ACH Enabled: False 12164962 Savin Copier Lease - 198.45 01/17/2014 0101- 41930 -62200 Check Total: 198.45 Vendor: MBPTA MBPTA Check Sequence: 71 ACH Enabled: False 2014 Membership Dues 100.00 01/17/2014 - 0101 - 42300 -61320 Check Total: 100.00 Vendor: MediaSvc Mediation Services Check Sequence: 72 ACH Enabled: False 2014 Direct Dispute Resolution Services 3,366.00 01/17/2014 0101 - 41100 -61320 Check Total: 3,366.00 Vendor: Menards Menards Check Sequence: 73 ACH Enabled: False 40912 Primed Joint Mold - 16.02 12/31/2013 0101- 45000 -61105 41019 Misc. Supplies 8.38 12/31/2013 0101- 41930 -61105 41033 Ice Maker Connection 21.36 12/31/2013 0101- 41910 -61120 42267 Misc. Supplies 11.71 12/31/2013 0101 - 41930 -61120 42652 Wall Clock 3.97 12/31/2013 0101- 45000 -61020 42982 Misc. Supplies 43.23 12/31/2013 2130 - 44000 -61020 43018 Mailbox Post & Supplies 86.93 12/31/2013 0101- 43200 -61020 43123 Cedar - 13.89 12/31/2013 0101 -43100 -61020 43976 Shovel & Ice Chopper 81.92 12/31/2013 0101 - 45000 -61205 44190 4" PVC Test Cap 0.35 01/17/2014 0101 -41930 -61120 44218 Trigger Torch Kit 24.97 01/17/2014 0101- 43100 -61205 44545 Paint Supplies 34.35 01/17/2014 0101 - 41930 -61120 Check Total:. 347.08 Vendor: MetroCit Metro Cities Check Sequence: 74 ACH Enabled: False AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page I1 Invoice No Description Amount Payment Date Acct Number Reference 1 2014 Metro Cities Membership Dues 9,233.00 01/17/2014 0101- 41100 -61320 Check Total: - 9,233.00 Vendor: MetCounE Metropolitan Council Check Sequence: 75 ACH Enabled: False December December 2013 Sac Report -73.05 12/31/2013 0101- 41400 -58100 December December 2013 Sac Report 2,483.70 12/31/2013 0101 - 00000 -23201 Check Total: 2,410.65 Vendor: Mickman Mickman Brothers Inc. Check Sequence: 76 ACH Enabled: False GC001533 Wreaths 51.27 12/31/2013 0101 - 45000 -61130 Check Total: 51.27 Vendor: Mill Wood Miller's Woods LLC Check Sequence: 77 ACH Enabled: False Miller's Woods 4th Addition 7.93 12/31/2013 7200- 41400 -56910 Miller's Woods 4th Addition 32,575.00 12/31/2013 7200- 00000 -24209 Miller's Woods 3rd Addition 20,500.00 12/31/2013 7200 - 00000 -24209 Check Total: 53,082.93 Vendor: MNPlaygr Minnesota Playground, Inc. Check Sequence: 78 ACH Enabled: False 2014001 VB 1200 Volleyball Net 229.69 01/17/2014 0101- 45000 -61020 Check Total: 229.69 Vendor: DNRWater MN DNR Leo- Waters Check Sequence: 79 ACH Enabled: False Consolidated Water Permit 917.08 01/17/2014 0101- 45000 -62010 Check Total: 917.08 Vendor: MobileWe Mobile Weld - Joe Boeser Check Sequence: 80 ACH Enabled: False 3774 Parts. to Repair Unit #124 26.72. 12/31/2013 6100. 48800 -61115 3774 Labor to Repair Unit #124 347.34 12/31/2013 6100- 48800 -63135 Check Total: 374.06 - Vendor: MTIDist MTI Distributing Inc Check Sequence: 81 ACH Enabled: False 937735 -00 Exhaust Muffler & Clamp for Unit #585 539.01 12/31/2013 6100- 48800 -61115 939071 -00 Parts for Unit #560 80.50 12/31/2013 6100 - 48800 -61115 939605 -00 Parts for Unit 4564 160.73 12/31/2013 6100- 48800 -61115 939605 -01 Parts for Unit #560 210.44 12/31/2013 6100- 48800 -61115 940238 -00 Parts for Unit #559 664.37 01/17/2014 610048800 -61115 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor: OffDepot Check Total: 1,655.05 Check Sequence: 88 ACH Enabled: False 685321649001 Vendor: NLSCProd NLSC Products, Inc. 12/31/2013 5200- 48200 -61005 Check Sequence: 82 ACH Enabled: False 79609 Bulbs 678.44 12/31/2013 0101 - 41930 -61120 3.17 12/31/2013 Check Total: 678.44 PW Office Depot Supplies 15.88 12/3112013 Vendor: NoAmSalt North American Salt Company PW Office Depot Supplies 4.54 Check Sequence: 83 ACH Enabled: False 71073252 Bulk Salt Purchase 4,516.81 12/31/2013 0101 - 43200 -61125 71088367 Bulk Salt Purchase 1,988.00 12/31/2013 0101- 43200 -61125 Check Total: 6,504.81 Vendor: NorthMet North Metro Auto Glass Check Sequence: 84 ACH Enabled: False IEB- 1218 -19554 Labor for Safety Plate Tint 45.00 12/31/2013 6100- 48800 -63135 IEB -1218 -19554 Safety Plate Tint 120.00 12/31/2013 6100 -48800 -61115 Check Total - 165.00 Vendor: NoSanSup Northern Sanitary Supply Check Sequence: 85 ACII Enabled: False 165764 Hand Dryer 641.78 12/31/2013 0101- 41990 -61120 165764 Hand Dryer 641.79 12/31/2013 0101- 41970 -61120 165810 Napkins for City Ball 96.91 12/31/2013 0101- 41910 -61025 165898 Hand Dryerat Sunshine Park 639.11 12/31/2013 0101 - 41970 -61120 Check Total: 2,019.59 Vendor: NoTechno Northern Technologies, Inc Check Sequence: 86 ACH Enabled: False 10621 2013 Street Reconstruction 731.00 12/31/2013 4140 - 49300 -63005 Check Total: 731.00 Vendor: OReiAuto O'Reilly Auto Parts Check Sequence: 87 ACH Enabled: False 3253- 429842 Parts for Unit #561 89.55 12/31/2013 6100- 48800 -61115 3253-431710 Battery for Unit #4805 83.36 01/17/2014 6100- 48800 -61115 Check Total: 172.91 Vendor: OffDepot Office Depot Check Sequence: 88 ACH Enabled: False 685321649001 PW Office Depot Supplies 21.78 12/31/2013 5200- 48200 -61005 685321649001 PW Office Depot Supplies 11.35 12/31/2013 5100- 48100 -61005 685321649001 PW Office Depot Supplies 3.17 12/31/2013 0101- 46000 -61005 685321649001 PW Office Depot Supplies 15.88 12/3112013 0101 -45000 -61005 685321649001 PW Office Depot Supplies 4.54 12/31/2013 0101 - 43200 -61005 AP- C6mputer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 685321649001 PW Office Depot Supplies 6.80 12/31/2013 0101 - 43100 -61005 685321650001 PW Office Depot Supplies 0.20 12/31/2013 0101 - 46000 -61005 685321650001 PW Office Depot Supplies 0.75 12/31/2013 5100- 48100 -61005 685321650001 PW Office Depot Supplies 1.44 12/31/2013 5200- 48200 -61005 685321650001 PW Office Depot Supplies 1.05 12/31/2013 0101 - 45000 -61005 685321650001 PW Office Depot Supplies 0.30 12/31/2013 0101- 43200 -61005 685321650001 PW Office Depot Supplies 0.45 12/31/2013 0101 - 43100 -61005 685339263001 Office Supplies 17.16 12/31/2013 0101 - 41100 -61005 685339263001 Office Supplies 77.53 12/31/2013 0101 -41600 -61005 688182033001 CC Office Depot Supplies 54.18 12/31/2013 2130 - 44300 -61005 688182033001 CC Office Depot Supplies 54.19 12/31/2013 2130 -44000 -61005 688565901001 Office Supplies 294.19 12/31/2013 0101- 42200 -61020 691164705001 PW Office Depot Supplies 42.95 01/17/2014 5200- 48200 -61005 691164705001 PW Office Depot Supplies 22.37 01/17/2014 5100- 48100 -61005 691164705001 PW Office Depot Supplies 6.26 01/17/2014 0101 -46000 -61005 691164705001 Office Supplies 13.53 01/17/2014 0101 - 41500 -61005 691164705001 Office Supplies 15.29 01/17/2014 0101- 41600 -61005 691164705001 PW Office Depot Supplies 31.31 01/17/2014 0101- 45000 -61005 691164705001 PW Office Depot Supplies 8.95 01/17/2014 0101. 43200 -61005 691164705001 PW Office Depot Supplies 13.41 01/17/2014 0101 - 43100 -61005 6911694705001 CH Office Depot Supplies 1.61 01/17/2014 0101- 42300 -61005 6911694705001 CI-I Office Depot Supplies 0.64 01/17/2014 0101 -41230 -61005 6911694705001 CH Office Depot Supplies 0.33 01/17/2014 0101- 41300 -61005 6911694705001 CH Office Depot Supplies 0.64 01/17/2014 0101 - 41400 -61005 6911694705001 CH Office Depot Supplies 0.97 01/17/2014 0101- 41600 -61005 6911694705001 C1 Office Depot Supplies 1.28 01/17/2014 0101 - 41500 -61005 6911694705001 CH Office Depot Supplies 0.97 01/17/2014 0101 - 41200 -61005 Check Total: 725,47 Vendor: OfficMax OfficeMax Inc. Check Sequence: 89 ACH Enabled: False 212033 Copy Paper 973.42 12/31/2013 0101 - 41420 -61005 423142 Copy Paper 172.92 12/31/2013 0101 - 41420 -61005 Check Total: 1,146.34 Vendor: OPUS21 OPUS 21 Check Sequence: 90 ACH Enabled: False 131154 Nov 2013 Utility Billing 1,805.92 12/31/2013 5200- 48200 -63010 131154 Nov 2013 Utility Billing 1,733.67 12/31/2013 010143600 -63010 131154 Nov 2013 Utility Billing 2,548.07. 12/31/2013 5300- 48300 -63010 131154 Nov 2013 Utility Billing 2,150.54 12/31/2013 510048100 -63010 Check Total: 8,238.20 AP- Computes Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Vendor: Plunkett Plunkett's Pest Control, Inc. Check Sequence: 91 ACH Enabled: False 4029729 Pest Control 71.67 12/31/2013 2130- 44000 -63010 Check Total: 71.67 - Vendor: PremWate Premium Waters, Inc. Check Sequence: 92 ACH Enabled: False 618221 -12 -13 December 2013 Water Cooler Rental 48.09 12/31/2013 0101 - 41910 -62200 Check Total: - 48,09 - Vendor: PrintSer Printers Service, Inc. Check Sequence: 93 ACH Enabled: False 268403 Ice Knife Sharpening 54.00 01/17/2014 2130- 44300 -61020 Check Total: 54.00 Vendor: R &RBrake R & R Brake & Suspension Check Sequence: 94 ACH Enabled: False 3950 Labor to Repair Unit #203 175.00 " 12/31/2013 6100 - 48800 -63135 3950 Parts to Repair Unit #203 130.00 12/31/2013 6100- 48800 -61115 Check Total 305.00 Vendor: RedPwrDi Red Power Diesel Service, Inc. Check Sequence: 95 ACI -I Enabled: False 39744 Parts to Repair Unit #4821 541.46 01/17/2014 6100- 48800 -61115 B9744 Labor to Repair Unit #4821 446.25 01/17/2014 6100- 48800 -63135 Check Total: 987,71 Vendor: RegAbstr Registered Abstracters Check Sequence: 96 ACH Enabled: False Open Space - AasnessPurchase 72.00 01/17/2014 4901 - 49300 -65100 - Check Total: 72.00 Vendor: RICCAR Riccar Check Sequence: 97 ACH Enabled: False 2013 -2392 Well #3 Furnace 1,425.00 12/31/2013 - 5100- 48100 -63105 Check Total: 1,425.00 Vendor: Rosenqui Rosenquist Construction Inc. Check Sequence: 98 ACH Enabled: False 15953M Repair Roof @ Community Center 467.00 12/31/2013 2130 -44300 -63105 - Check Total: 467.00 Vendor: S &Sind S & S Industrial Supply Check Sequence: 99 - ACH Enabled: False 262397 Parts for Unit #09 -589 10.77 12/31/2013 6100 -48800 -61115 - 262856 Misc. Supplies - - 6.95 01/17/2014 6100- 48800 -61020 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 17.72 Vendor: SATELL Satellite Shelters, Inc. Check Sequence: 100 ACH Enabled: False R1299347 Trailer Rental a Hawkridge Park 374.06 12/31/2013 0101- 45000 -62200 Check Total: 374.06 Vendor: SCHWAA Schwaab, Inc. Cluck Sequence: 101 ACH Enabled: False D47403 Date Stamp 88.69 12/31/2013 0101- 41400 -61005 Check Total: 88,69 Vendor: SESACINC SESAC Inc. Check Sequence: 102 - ACH Enabled: False 3784342 2014 License Fee 685.00 01/17/2014 2130 - 44300 -61320 Check Total: 685.00 Vendor: Simplex SimplexGrinnell LP Check Sequence: 103 ACH Enabled: False 76702782 2014 Maintenance Contract 339.22 01/17/2014 0101 - 41920 -62300 76702783 2014 Maintenance Contract 1,240.82 01/17/2014 010141920 -62300 Check Total: 1,580.04 Vendor: SIFraTrV St. Francis True Value Check Sequence: 104 ACH Enabled: False 26917 Coupling 7.49 12/31/2013 0101- 45000 -61020 Check Total: 7.49 Vendor: StarTri2 Star Tribune Check Sequence: 105 ACH Enabled: False 10962115 IPad Subscription 14.96 12/31/2013 0101 - 41200 -61320 Check Total: - 14,96 Vendor: DollAnde Sue Doll & Robert Anderson Check Sequence: 106 ACH Enabled: False S Coon Creek Dr Reconstruction 900.00 01/17/2014 4140- 49300 -63010 Check Total: 900.00 Vendor: SummitSu Summit Supply Corporation of Check Sequence: 107 ACH Enabled: False 74453 Dog Dispenser Bags, Bench & Tables _ 4,286.00 12/31/2013 4180- 49300 -61020 Check Total: 4,286.00 Vendor: SupSolut Supply Solutions LLC Check Sequence: 108 ACH Enabled: False AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) _ Page 16 Invoice No Description Amount Payment Date Acct Number Reference 1050 Bath Tissue & Paper Towels 216.48 12/3112013 0101- 42200 -61020 Check Total: 216.48 Vendor: TahoSp 1 Taho Sportswear, Inc. Check Sequence: 109 ACH Enabled: False 14TF0005 T -Shirts for Soccer 742.95 01/17/2014 2130 - 44400 -61055 Check Total: 742.95 Vendor: Courier The Courier Check Sequence: 110 ACH Enabled: False 53992 Ad for Adult Open Hockey 48.00 12/31/2013 2130- 44300 -63025 54575 Ad for Adult Open Hockey 48.00 12/31/2013 2130 -44300 -63025 Check Total: 96.00 Vendor: LincolnN The Lincoln National Life Check Sequence: I I 1 ACH Enabled: False BL- 359723 Jan 2014 LTD Premium 792.70 01/17/2014 0101 - 00000 -21216 BL- 359723 Jan 2014 STD Premium 328.63 01/17/2014 0101 - 00000 -21217 Check Total: 1,121.33 Vendor: Timesave Timesaver Check Sequence: 112 ACH Enabled: False M20237 Park Commission Meeting 129.00 12/31/2013 0101- 45000 -63005 M20237 City Council Meeting 196.08 12/31/2013 0101 - 41100 -63005 Check Total: 325.08 Vendor: TilonMac Titan Machinery Check Sequence: 113 ACH Enabled: False 834308 PC 32' Cutting Edge & Plow Nylon Nut 525.31 12/31/2013 6100 -48800 -61115 Check Total: 525.31 - Vendor: TotalCon Total Control Systems, Inc Check Sequence: 114 ACH Enabled: False 6768 Fan Kit, Cable for Pressure Transmitter 1,028.54 12/31/2013 5100- 48100 -63100 Check Total: 1,028.54 Vendor: Towmaste Towmaster Check Sequence: 115 ACH Enabled: False 354584 Parts for Unit #196 127.55 01/17/2014 6100- 48800 -61115 Check Total: 127.55 Vendor: TCGarage Twin City Garage Door Co. Check Sequence: 116 ACH Enabled: False 404099 - Replace Bolts on Garage Door 126.03 12/31/2013 0101- 41920 -63105 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 126.03 Vendor: TCPropMt Twin City Property Maint, Inc Check Sequence: 117 ACH Enabled: False 3868 Securing Property @ 3149 136th Ave 119.70 01/17/2014 0101- 43100 -63010 Check Total: 119.70 Vendor: USBankEq US Bank Equipment Finance Check Sequence: I l8 ACH Enabled: False 243853066 Sharp Copier Lease i 443.60 01/17/2014 0101- 41420 -62200 Check Total: 443.60 Vendor: USAMobil USA Mobility Wireless, Inc. - Check Sequence: 119 ACH Enabled: False W3754342L Monthly Pager Service 25.45 01/17/2014 5100- 48100 -62030 Check Total: 25.45 Vendor: WasMgmt2 Waste Management - Blaine Check Sequence: 120 ACH Enabled: False 6801864 -500 -6 December 2013 Garbage Service 76.87 12/31/2013 0101 - 41920 -63010 6801865- 0500 -3 December 2013 Garbage Service. - 84.54 12/31/2013 0101- 41920 -63010 6801866- 0500 -1 December 2013 Recycling Center 282.21 12/31/2013 0101- 46000 -63010 6801867- 0500 -9 Jan 2014 Garbage Service 138.82 01/17/2014 0101- 41920 -63010 6801868- 0500 -7 December 2013 Garbage Service 121.60 12/31/2013 0101 - 41910 -63010 6808226- 0500 -1 PW Garbage Disposal 538.18 12/31/2013 0101 - 45000 -62020 6808226 - 05011 -1 PW Garbage Disposal 222.29 12/31/2013 0101 -46000 -62020 6808226- 0500 -1 PW Garbage Disposal 409.48 12/31/2013 0101- 41930 -62020 6808308- 0500 -7 Dec 2013 Plastic & Alum Recycling 331.46 12/31/2013 0101 - 46000 -63010 Check Total: 2,205.45 - Vendor: WeinholS Steve Weinhold - Check Sequence: 121 ACH Enabled: False 2014 Medical Flex Acct - 1,255.00 01/17/2014 0101 - 00000 -21211 Check Total: 1,255.00 Vendor: WenckAss NVenck Associates, Inc. Check Sequence: 122 ACH Enabled: False 1306298 Ditch 6 & 71 Study 4,142.50 12/31/2013 5300- 48300 -63005 Check Total: 4,142.50 Vendor: WSB WSB & Associates, Inc. _ Check Sequence: 123 ACH Enabled: False 12 Sports Complex - 3535 161st Ave 58.00 12/31/2013 4180- 49300 -63005 6 Miller's Wood 4th Addition 1,192.00 12/31/2013 7200- 00000 -24203 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) - Page 18 Invoice No Description Amount Payment Date Acct Number Reference Total of Number of Checks: 126 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 19 Check Total: 1,250.00 , Vendor: YMCAAnc YMCA of Metro Mpls - Andover Check Sequence: 124 ACH Enabled: False 2013 Tot Time 789.00 12/31/2013 2130 -44400 -55525 Check Total: 789.00 - Vendor: ZEP ZEP Sales & Service Check Sequence: 125 ACH Enabled: False 9000674288 Model 50 Fits -All -Pump 63.03 12/31/2013 6100- 48800 -61115 9000676943 Zep Acclaim 4-1 GL 100.93 12/31/2013 0101 - 41930 -61120 Check Total: 163.96 Vendor: Ziegler Ziegler, Inc. Check Sequence: 126 ACH Enabled: False E8888401 Maintenance Contract 62.03 01/17/2014 5100- 48100 -62300 Check Total: 62.03 Total for Check Run: 238,387.43 Total of Number of Checks: 126 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:06 AM) Page 19 Accounts Payable Computer Check Proof List by Vendor AW-61YR Us er: BrendaF � Printed: 01/17/2014 - 11:44AM Batch: 00421.01.2014 Invoice No Description Amount Payment Date Acct Number Reference Vendor: CorvalCo Corval Constructors, hte Check Sequence: 1 ACH Enabled: False 805699 Repairs at Water Treatment Plant 545.76 12/31/2013 5100- 48100 -63105 805816 Repair Flush Valve Leak 227.50 12/31/2013 0101 - 41930 -63105 805836 Replace PW Office RTU - 11,400.00 12/31/2013 0101- 41930 -63105 Total for Check Run: 145,226.58 Total of Number of Checks: 4 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:44 AM) Page 1 Check Total: 12,173.26 Vendor: Hawkins I Hawkins & Baumgartner, P.A. Check Sequence: 2 ACH Enabled: False Andover Station North 478.38 12/31/2013 4501- 49300 -63015 Verizon Wireless - Tower #1 780.00 12/31/2013 7200- 00000 -24214 Nov & Dee 2013 Legal Services 28,884.20 12/31/2013 0101- 41240 -63015 Check Total: 30,142.58 Vendor: MetCoun'A Metro Council Wastewater Check Sequence: 3 ACII Enabled: False 0001029278 Feb 2014 Sewer Service 83,252.62 01/21/2014 5200- 48200 -63230 Check Total: 83,252.62 Vendor: NoAmSalt North American Salt Company Check Sequence: 4 ACH Enabled: False 71080696 2013 Bulk Salt Purchase 19,658.12 12/31/2013 0101- 43200 -61125 Check Total: 19,658.12 Total for Check Run: 145,226.58 Total of Number of Checks: 4 AP- Computer Check Proof List by Vendor (01/17/2014 - 11:44 AM) Page 1 C I T Y O F ND OVE 1685 CROSSTOWN BUULtVAKU N.VV. • ANUUVtK, MINNtJUTA bO:$U4 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David D. Berkowitz, Director of Pu orks /City Engineer FROM: Todd J. Haas, Asst. Public Works Director SUBJECT: Approve Resolution/Request MnDOT to Conduct Speed Study /Jay St. NW (North of Bunker Lake Blvd. NW) - Engineering DATE: January 21, 2014 INTRODUCTION This item is in regard to approving a resolution requesting a speed study along Jay Street NW north of Bunker Lake Boulevard NW. DISCUSSION Currently this section of street is posted for 30 MPH. Unfortunately this section of roadway has never had a speed study performed, making it difficult for the Anoka County Sheriff's Department to issue speeding tickets. If the resolution is approved, MnDOT will perform the speed study. ACTION REQUIRED The City Council is requested to approve the resolution requesting a speed study along Jay Street NW north of Bunker Lake Boulevard NW. Respectfully submitted, A09Ae as Todd J. Haas Attachment: Resolution, Mapes CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION REQUESTING A SPEED STUDY ALONG JAY STREET NW NORTH OF BUNKER LAKE BOULEVARD NW, SECTION 34, TOWNSHIP 32, RANGE 24 IN THE CITY OF ANDOVER. WHEREAS, MnDOT is requested to request the Minnesota Department of Transportation to do a speed study, and; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby request MnDOT to conduct a speed study on Jay Street NW north of Bunker Lake Boulevard NW. 2014. Adopted by the City Council of the City of Andover this 21St day of January ' ATTEST: Michelle Hartner — Deputy City Clerk CITY OF ANDOVER Michael R. Gamache - Mayor ANLI561Y Jay Street NW 1�—� ' 13936 w l 13n34 L927i 119TH AVE yg9TH AVE L851 _F LAKEBLVD BUNKER LAKE BLVD L833 139TH AVE 139TH LN \ 1711 mA 1730 \iy ST Z � I 2 r Y ve i 1 � i 1` 4005 o L-Hn-J1 C_ 13ana I H j BUNKER'LAKEBLVD 13996 ! 114001 { 13993 � i 1 139tH LN'`� L38]s 13974 I i3n71� Go 7 i 13960 j 1 3: 13956 [ ~r 13951. � m 13943 �..; l.�m Q 1.3➢4p: W. 13941 a1 13933 j 13830 13925 c 13918\ 13919 1716 'I L3912 'LNL ..138tH Z � I 2 r Y ve Disclaimer: Maps and documents made available to the public by the City of Andover are not legally recorded maps or surveys and N are not intended to be used as such. The maps and documents are created as part of the Geographic Information System (GIS) that compiles records, information, and data from various city, county, state and federal resources. w E Copyright © 2013 City of Andover, AU Rights Reserved s 1330 — �•...cR uuct BLVD BUNKER'LAKEBLVD 2 99 ( { 1756 c 1716 1]14 13650 ? m 2 13613 1367A Disclaimer: Maps and documents made available to the public by the City of Andover are not legally recorded maps or surveys and N are not intended to be used as such. The maps and documents are created as part of the Geographic Information System (GIS) that compiles records, information, and data from various city, county, state and federal resources. w E Copyright © 2013 City of Andover, AU Rights Reserved s 1330 9 C T Y O F • 1685 CROSSTOWN 6UULtVAKU N.VV. • ANUUVtK, MINNtJUTA bb3U4 • (763) 755 -5100 FAX (763) 755 =8923 • WWW.ANDOVERMN.GOV TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David D. Berkowitz, Director of Publi orks /City Engineer FROM: Todd J. Haas, Asst. Public Works Director SUBJECT: Approve Resolution/Request MnDOT to Conduct Speed Study/Martin St. NW (South of Bunker Lake Blvd. NW) - Engineering DATE: January 21, 2014 INTRODUCTION This item is in regard to approving a resolution requesting a speed study on Martin Street NW south of Bunker Lake Boulevard NW. DISCUSSION Currently this section of street is posted for 30 MPH. Unfortunately this section of roadway has never had a speed study performed, making it difficult for the Anoka County Sheriff's Department to issue speeding tickets. If the resolution is approved, MnDOT will perform the speed study. ACTION REQUIRED The City Council is requested to approve the resolution requesting a speed study on Martin Street NW south of Bunker Lake Boulevard NW. Respectfully submitted, Todd J. Haas we Attachment: Resolution, Map CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION REQUESTING A SPEED STUDY ALONG MARTIN STREET NW SOUTH OF BUNKER LAKE BOULEVARD NW, SECTION 34, TOWNSHIP 32, RANGE 24 IN THE CITY OF ANDOVER. WHEREAS, MnDOT is requested to do a speed study, and; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby request MnDOT to conduct a speed study on Martin Street NW South of Bunker Lake Boulevard NW). Adopted by the City Council of the City of Andover this 21St day of January , 2014. ATTEST: Michelle Hartner — Deputy City Clerk CITY OF ANDOVER Michael R. Gamache - Mayor ANL66W -Martin Street NW 2110 1 21W 2054 f. 10x6 j.20. � 2020.7 c 2016 3 13786 # 13793 / ,..13778 / 13761': 13770 1 ¢ F 13773 13755.13762 14 ! 13763 1�I33TNW 2136 2121 2096 L951 ® BUNKER LAKE BLVD - ''--- - - -.._ - BUNKER LAKEBLV6 € t ;1 209 500 749 j 3 _. .1966 �� i'' v �� sp—' 136'81 ,o w i � Oy ¢ 13611 € 971/ \ l• R 1362] L3s' v13521 13331 � 1351➢ i PARTRIDGE 6P ti N 2 a F 2000 1345 13633 N 13809 f 13797 r ' i 1777 II BUNKERWE BLVD I N i } i 1]56 f t 1 SERVICE RC I j 1636 C Me bi MN DoT ( 136E L 1 1897 i1a p 1886 • � � � I�1 19751 Li i i t' i 1883 ' �� j .18811j1 1.977; I 13933 N,'ON WY t 1 \r STATIONPKWY -- -- f - - - -•• —. STATION PKWY. 13521 X2109120971 2085 2075 ! y 3 \ { 19H 1919; I I € 3 f j ` I l f 13194 9 I ] i 1 1889: 1869' 1849 1829 1809 ` 13496 } f f /1 >ii• 1 — 1357H_AVE I J; -yac. i X163 2055 , / t ( ', —,134„ 88_,r f`� 1.'%20 13,ST J j 20� L� .!.119621 t t I i fT! ! i I ".°".� KILDEPA Si f' o I 13476 jt ,/,'i 1952 11932! L923 1912 18921- :1972 33w0 .. 7` / 18131 1 i 1 J y 7 ! 13497 2126,2114'210272082 /// '�I 2031 jT —"j; 1, 3480. , 1 11 2066lt :x.19931 L921 ` F 1963 1 19SX1 I 1879 �4� D t y ZW6 /jam' �. � )) i 1927 :1915 - L903 JUL : �i 13078 ; ,� 13472 `I � /2D46 ..�_ i i i J 33465 -� --y m r 1271.2115 2103! q /�r 2 134TH LN — '`' —r r I. 1 209/1' \ / — { 134TH LAP I 13466 j L3666 13397 i2 13M 3 ( �! 13ac3 234TH AVE\ q\i j 13426 mm 2006 1896 i 1982 1 1970.1958 1966 1936 i 1922 � L910 11899 ' 1886 11 m tl,• °" —" 1�� 134TH j lI €i I 1876 O 1. 63 I �, ..��i:, 'ems.. _: .L t M! 13433 p 13662 13376 13610 13409 4 1 - I "`^-- -'i H • —.--•, i N ` y€ 5 1700 ,s O€ 13369 _?®®..x Z �• 198319]1 .2959 19471935.1923'1911:1899 ! f �! 1341] '1 13420 >. 1]86 1]72 ` I y 13362 67 . 13398 1 - '1875' 1863 i i — — 133390 s ! 13389 ; ? I 13404 Disclaimer: Maps and documents made available to the public by the City of Andover are not legally recorded maps or surveys and N are not intended to be used as such. The maps and documents are created as part of the Geographic Information System (GIs) that compiles records, information, and data from various city, county, state and federal resources. w E Copyright © 2013 City of Andover, All Rights Reserved s A,L66W^(D 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and City Council CC: Jim Dickinson, City Administrat FROM: Michelle Harmer, Deputy City Clerk SUBJECT: Consider Approval /Extension of Liquor License /Beef O'Brady's DATE: January 21, 2014 INTRODUCTION Tony Zeece, of Beef O'Brady's, 15190 Bluebird Street has submitted a request for an extension of their liquor license. DISCUSSION Beef O'Brady's is planning to hold an outdoor event Saturday, June 7, 2014 and would like Council to approve an extension of their liquor license to include a portion of the parking lot in front of the patio area. Tom Roberts, Stonewood Properties, Inc. the owner of Clocktower Commons leasing to Beef O'Brady's has given approval for Beef O'Brady's to hold their outdoor event. The Sheriff's Office received no complaints during Beef O'Brady's 2013 events. ACTION REQUIRED Council is requested to consider the extension of liquor license request submitted by Beef O'Brady's for June 7, 2014. Respectfully submitted, �'Ir ,• Michelle Hartner Deputy City Clerk Attach: Outdoor Event Application Email from Tom Roberts, Stonewood Properties, Inc. C II T Y %01-�1- N6 ®1'L 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755.8923 • WWW.ANDOVERMN.GOV OUTDOOR EVENTS ARE PERMITTED ON WEEKENDS (FRIDAYS AND SATURDAYS) IN JUNE, JULY AND AUGUST. ESTABLISHMENTS ARE ALLOWED ONE EVENT WEEKEND PER CALENDAR YEAR. EVENT MUST END AT MIDNIGHT. Commercial Outdoor Event Application 1. Name of Business Owner: r r r Name of Business: �� e f ?r g d(/ S Address of Business: �� `� 0 jF/,w e d j r -�c_ Gv Phone Number of Business: 7 % 3— -- #3— �? U 2. Date(s) of Outdoor Event: �� 14 n e' / 3. Time of Event: — 4. Location of Tent and /or Band: (Provide a sketch on the back of this form detailing where the tent, stage and /or band will be located on the property, indicating lot boundary lines and building locations.) f 5. Extension of Liquor License: Yes V No 6. Please provide verification from your Insurance Company indicating your liability insurance provides coverage outside of the premise. 7. Please provide written permission from property owner. Applicant of this application will comply with Andover City Code 5 -6, Noise Control. The business is required to provide security for the outdoor event. Dated: % b L Owner's Signature Approved: Denied: Council Action: Approved City Clerk Denied Date: O V PROVIDE A SKETCH DETAILING WHERE THE TENT, STAGE AND /OR BAND WILL BE LOCATED ON THE PROPERTY, INDICATING LOT BOUNDARY LINES AND BUILDING LOCATIONS. 7 r'-l1 / Michelle Hartner From: Tony and Matt Zeece Sent: Monday, January 13, 2014 9:22 AM To: Michelle Hartner Subject: Fw: Outdoor Event On Saturday, January 11, 2014 11:29 AM, Tom Roberts ,< wrote: I hereby give you approval. Sent from my iPhone On Jan 11, 2014, at 9:57 AM, Tony and Matt Zeece < Tom, can you please give us your approval for our tent party in June? Thanks. Tony Zeece Beef'O' Brady's - - - -- Forwarded Message - - - -- From: Michelle Hartner <M.Hartner(a).andovermn.gov> To: Tony and Matt Zeece < Sent: Friday, January 10, 2014 9:28 AM Subject: Outdoor Event Tony, Please have the owner of the property email me approval for your June 7, 2014 event. Thank you, Michelle Hartner City of Andover rote: UC I T Y • ^ / NDOVE 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and City Council CC: Jim Dickinson, City Administrator FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Consider Approval Application for Exempt Permit/Rum River Chapter of MN Deer Hunters DATE: January 21, 2014 INTRODUCTION Rum River Chapter of MN Deer Hunters Association has submitted an application for a raffle at an event they are hosting on March 15, 2014 at the Courtyards of Andover, 13545 Martin Street NW. DISCUSSION Council can either a) approve the application with no waiting period; b) approve the application with a 30 day waiting period; or c) deny the application. ACTION REQUIRED The City Council is requested to consider approval of the application with no waiting period. Respectfully submitted, Michelle Hartner Deputy City Clerk Attach: Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 12/12 Page 1 of 2 An exempt permit may be issued to a nonprofit organization that: - conducts lawful gambling on five or fewer days, and Application fee (non refundable) - awards less than $50,000 in prizes during a calendar year. If If application posted or received less than 30 days more than total prize value for the year will be $1,500 or less, contact 30 days the licensing specialist assigned to your county. before the event before the event I $100 $50 ORGANIZATION INFORMATION Organization name Previous gambling permit number Rum River Chapter of the Minnesota Deer Hunters Association X -30002 Minnesota tax ID number, if any Federal employer ID number (FEIN), if any 4326991 41- 1390958 Type of nonprofit organization. Check one. Fraternal Religious Veterans X Other nonprofit organization Mailing address City State Zip code County 1917 Rum River Drive NW Isanti MN. 55040 Isanti Name of chief executive officer [CEO] Daytime phone number E -mail address Ron Schleif NONPROFIT STATUS Attach a copy of ONE of the following for proof of nonprofit status. Nonprofit Articles of Incorporation OR a current Certificate of Good Standing. Don't have a copy? This certificate must be obtained each year from: Secretary of State, Business Services Div., 60 Empire Drive, Suite 100, St. Paul, MN 55103 Phone: 651 -296 -2803 X IRS income tax exemption [501(c)] letter in your organization's name. Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS at 877 - 829 -5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization [charter] If your organization falls under a parent organization, attach copies of both of the following: a. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling, and b. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted. For raffles, list the site where the drawing will take place. Courtyards of Andover Event Center Address [do not use PO box] City or township Zip code County 13545 Martin Street NW Andover 55304 Anoka Date[s] of activity. For raffles, indicate the date of the drawing. March 15, 2014 Check each type of gambling activity that your organization will conduct. Bingo* X Raffle Paddlewheels* Pull -tabs* Tipboards* *Gambling equipment for bingo paper, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo number selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.gcb.state.mn.uS and click on Distributors under the WHO'S WHO? LIST OF LICENSEES, or call 651- 639 -4000. LG220 Application for Exempt Permit 12/12 Paoe 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township _The application is acknowledged with no waiting period. _The application is acknowledged with no waiting period. _The application is acknowledged with a 30 day waiting _The application is acknowledged with a 30 day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after 30 (60 days for a 1st class city], days. The application is denied. The application is denied. Print city name Print county name Signature of city personnel Signature of county personnel Title Date Title Date TOWNSHIP. If required by the county. On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or deny Local unit of government must sign an application, per Minnesota Statutes 349.166.] Print township name Signature of township officer Title Date CHIEF EXECUTIVE OFFICER'S SIGNATURE The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board within 30 days of the event date. Chief executive officer's signature Date Print name REQUIREMENTS Complete a separate application for: Financial report and recordkeeping required • all gambling conducted on two or more consecutive days, or A financial report form and instructions will be sent with your • all gambling conducted on one day. permit, or use the online fill -in form available at Only one application is required if one or more raffle drawings www'gcb.state.mn.us. are conducted on the same day Within 30 days of the event date, complete and return Send application with: the financial report form to the Gambling Control Board. _ a copy of your proof of nonprofit status, and Questions? application fee (non refundable). Make check payable to Call the Licensing Section of the Gambling Control Board State of Minnesota." at 651- 639 -4000. To: Gambling Control Board This form will be made available in alternative format )i.e. large print, Braille) 1711 West County Road B, Suite 300 South upon request. Roseville, MN 55113 Data privacy notice: The information requested on this All other information provided will be pri- General; Commissioners of Administration, form (and any attachments) will be used by the Gambling vate data about your organization until the Minnesota Management & Budget, and Control Board (Board) to determine your organization's Board issues the permit. when the Board Revenue; Legislative Auditor, national and qualifications to be involved in lawful gambling activities in issues the permit, all information provided international gambling regulatory agencies; Minnesota. Your organization has the right to refuse to will become public. If the Board does not anyone pursuant to court order; other indi- supply the information; however, if your organization issue a permit, all information provided viduals and agencies specifically authorized refuses to supply this information, the Board may not be - remains private, with the exception of your by state or federal law to have access to able to determine your organization's qualifications and, organization's name and address which will the information; individuals and agencies as a consequence, may refuse to issue a permit. If your remain public. Private data about your for which law or legal order authorizes a organization supplies the information . requested, the Board organization are available to: Board mem- new use or sharing of information after this will be able to process the application. Your organization's bers, Board staff whose work requires notice was given; and anyone with your name and address will be public information when received access to the information; Minnesota's written consent. - by the Board. Department of Public Safety; Attorney ANL6 6V9^ (M 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.AN DOVE RMN.GOV TO: Mayor and City Council CC: Jim Dickinson, City Administrator David Berkowitz, City Engineer ect r of Public Works'�� FROM: Todd J. Haas, Assistant Public Works Director SUBJECT: Accept Park & Recreation Commission Resignation - Engineering DATE: January 21, 2014 INTRODUCTION The City Council is requested to accept the resignation of Shaun Van Vark, Park and Recreation Commission member. DISCUSSION Shaun Van Vark has resigned from the Commission due to a new job that requires a fair amount of travel. Mr. Van Vark's term was due to expire on December 31, 2014. The individual selected to complete his term will be for the remainder of this year. ACTION REQUESTED The City Council is requested to accept the resignation of Shaun Van Vark, Park and Recreation Commission member. Respectfully submitted, o.ex� Todd J. Haas cc: Ted Butler, Park and Recreation Commission Chair CC : CI'A-y LO U'rl C.l k Todd Haas From: Van Vark, Shaun <Shaun.Vanvark @mutualofamerica.com> Sent: Tuesday, January 14, 2014 8:35 AM To: Todd Haas Subject: Park Commission Todd My new job requires a fair amount of travel. I have been trying to manage when I travel, schedule meetings, etc. to workaround Park Board Meetings. This is becoming a bit unmanageable for me, thus in fairness to the Board, this e-mail is to submit my resignation effective immediately. Let me know of anything else you need. I may show my face this spring as I would still like to get some parental involvement from the next generation of skaters that use the skate park - I have seen a lot of young families at the park. The original kids have kind of moved on as many are driving so hopefully can get some new blood. Thanks Shaun Van Vark Account Representative Mutual of America - Minneapolis Region 8000 Norman Center Drive Suite 1110 Bloomington, MN 55437 Officer Fax: Cell: UNNOW For a prompt response, please send all email to minneaoolis(gmutualofamerica com Confidential Note: This message and any attached files are confidential and intended only for the named recipient(s). The sender does not intend to waive any confidentiality or privilege that may apply. If you have received this message and you are not an intended recipient, any use, disclosure or distribution of the information contained herein is prohibited. In such event, please notify the sender and delete from your system. Please do your part to help the environment - do you need to print this e-mail? JAN 14201 1 r ANLD6 06 IVYE A 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Council members CC: James Dickinson, City AdministratManagg FROM: Dana Makinen, Human Resources SUBJECT: Approve Commission Appointments DATE: January 21, 2014 As Commission terms expire, the City Council considers new appointments to the various Commissions. Interviews for the Andover Planning & Zoning, Park & Recreation, and Open Space Commissions were held on Tuesday, January 14`h, 2014, at a Special City Council meeting. There were 11 candidates interviewed. The City Council is requested to appoint Dean Daninger, Tim Cleven and Val Holthus for the Planning and Zoning Commission; Angela Marinello, Jim Lindahl, and Sarah Elstrom for the Park & Recreation Commission; Suzanne VanHecke, James Myers,and Gretchen Sabel for the Open Space Commission. Sharon Cramer and Randy Sando will be alternates for the Planning and Zoning Commission. Respectfully submitted, Dana Makinen 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrator / Finance Dire FROM: Lee Brezinka, Assistant Finance Director SUBJECT: Approve Debt Service Payments DATE: January 21, 2014 INTRODUCTION Attached are debt service payments to be paid on January 24 and 31, 2014. DISCUSSION Debt service payments totaling $19,972,749.39 are due on February 1, 2014. These are scheduled debt service payments and Council approval is needed in the amount of $2,795,179.39. Council approval is not needed for the $17,177,570 as these funds have been set aside in an escrow account pursuant to the refunding bonds covenants at US Bank for this debt payoff. BUDGET IMPACT These are scheduled debt service payments. ACTION REQUESTED The Andover City Council is requested to approve total payments in the amount of $2,795,179.39. Please note that Council Meeting minutes will be used as documented approval. Respectfully submitted, �4 1 ly, Lee Brezinka Attachment CITY OF ANDOVER Debt Service Payment Schedule - February 1, 2014 Principal Interest Total General Obligation Revenue Bonds 2004 EDA Public Facility Lease Revenue Bonds $16,925,000.00 $ 434,373.13 $17,359,373.13 Crossover Refunding - Final 2007B G.O. Water Revenue Refunding Bonds 505,000.00 123,373.13 628,373.13 2009A G.O. Water Revenue Bonds 60,000.00 13,985.00 73,985.00 Abatement Bonds 2012C G.O. Abatement Bonds 320,000.00 193,640.63 513,640.63 Certificates of Indebtedness 2011A G.O. Equipment Certificate 95,000.00 950.00 95,950.00 Final 2012A G.O. Equipment Certificate - 5,850.00 5,850.00 Capital Improvement Bonds 2012B G.O. Capital Improvement Refunding Bonds 500,000.00 14,700.00 514,700.00 Permanent Improvement Revolving Bonds 2010A G.O. PIR Refunding Bonds 385,000.00 3,850.00 388,850.00 Final State Aid Bonds 2009A State Aid Street Refunding Bonds 230,000.00 3,945.00 233,945.00 Referendum Bonds 2010A G.O. Open Space Bonds 140,000.00 18,082.50 158,082.50 $19,160,000.00 $ 812,749.39 $19,972,749.39 Less: Escrows (17,177,570.00) (17,177,570.00) Net Cash Due: $ 1,982,430.00 $ 812,749.39 $ 2,795,179.39 C I T Y OF l0 ND OVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrato FROM: Commander Kevin Halweg - Anoka County Sheriff's Office SUBJECT: Anoka County Sheriff s Office Monthly Report - Sheriff DATE: January 21, 2014 INTRODUCTION Commander Kevin Halweg from the Anoka County Sheriffs Office will be present to provide the Council and the citizens of Andover with an update on law enforcement activities within the City. DISCUSSION To be verbally presented. ACTION REQUIRED For Council information. Respectfully submitted, Commander Kevin Halweg Anoka County Sheriff's Office 9-0=1 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: CC: FROM: SUBJECT: DATE: City Council Members Jim Dickinson, City Administrator David Carlberg, Community Develo e Director Stephanie L. Hanson, City Planner Preliminary Plat of Bent Creek Shores, a single - family urban residential development located at 13563 Crooked Lake Blvd NW January 21, 2014 INTRODUCTION The City Council asked to review a Preliminary Plat for Bent Creek Shores. The proposed preliminary plat contains 6 urban residential lots as proposed by Boulder Contracting, LLC. DISCUSSION Conformance with Local Plans and Ordinances 1. The property is located in the Metropolitan Urban Service Area (MUSA). 2. The property is currently zoned R -4, Single Family Urban Residential. Street Access The 3.04 acre parcel abuts Crooked Lake Blvd NW therefore all lots will be accessed by this road. Lots Each of the 6 lots meet the minimum lot width of 80 feet, depth of 130 feet and the 11,400 square foot area requirement of the R -4 Zoning District. Average lot size is approximately 21,780 square feet (0.5 acre). " 9, Wr Sewer and Water Access The sanitary sewer and water services are already available to each of the lots. Water stubs were constructed as part of the 1997 street reconstruction project for Crooked Lake Blvd NW and sewer stubs have been in place since 1975. Easements City code requires a 5 foot side, front, and rear yard easements. The plat meets code requirements; however, a 15 foot drainage and utility easement and a separate Maintenance Vehicle Access easement will be required on the north side of the plat. This will provide the City access to the storm water drainage basins to complete necessary maintenance procedures. Tree Preservation Tree preservation will occur within the floodway and flood fringe and in other various areas around the site. The city's Natural Resources Technician reviewed the plat and has provided comments. The detailed tree preservation plan is attached. Coon Creek Watershed District The Coon Creek Watershed District (CCWD) has reviewed the preliminary plat. The watershed tabled the permit request at their January 13, 2014 watershed meeting until their comments are satisfactorily addressed. The CCWD letter is attached for your review. Andover Review Committee (ARC) ARC completed a review of the preliminary plat and submitted comments to the developer. Staff has completed Review #2; staff comments dated December 20, 2013 have been attached for your review. As part of the approval of the preliminary plat, staff recommends that engineering comments must be satisfied prior to any grading of the site. Staff Recommendation Staff recommends approval of the preliminary plat subject to the conditions of the attached resolution. Park and Recreation Commission Recommendation The Park and Recreation Commission reviewed the plat at the December 19, 2013 meeting at which time it was discussed to recommend cash dedication in lieu of land. Meeting minutes have been attached for your review. Planning and Zoning Commission Recommendation A public hearing was held at the December 10, 2013 Planning and Zoning Commission meeting. A draft of the meeting minutes are attached for your review. Upon receiving public comment, the Commission recommends approval of the preliminary plat subject to the conditions of the attached resolution. ACTION REQUESTED The City Council is requested to approve the preliminary plat subject to the conditions of the attached resolution. Attachments Resolution Public Works /Engineering Comments, dated December 20, 2013 Coon Creek Watershed Comments, dated January 14, 2014 P & Z Commission Draft Meeting Minutes, dated December 10, 2013 Park & Recreation Commission Meeting Minutes, dated December 19, 2013 Location Map Preliminary Plat Plan Set, dated January 14, 2014 2 Respectfully bmitt , Stephanie L. Hanson Cc: Jean Jirasek, 6941 East Frontage Rd, Medford, MN 55049 Jim Cormier, Boulder Contracting LLC, 2322 171" Ave NE, Ham Lake, MN 55304 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "BENT CREEK SHORES" FOR PROPERTY LEGALLY DESCRIBED AS; That part of the Northwest Quarter of the Southeast Quarter and of Government Lot 3, Section 33, Township 32, 24, Anoka County, Minnesota described as follows: Commencing at the southwest corner of said Northwest Quarter of the Southeast Quarter; thence on an assumed bearing of North, along the west line of said Northwest Quarter of the Southeast Quarter, a distance of 693.00 feet to the point of beginning of the land to be described; thence on a bearing of East a distance of 220.00 feet; thence South 2 degrees 33 minutes 00 seconds East a distance of 194.95 feet; thence South 22 degrees 23 minutes 23 seconds East a distance of 282.57 feet; thence South 18 degrees 04 minutes 41 seconds East a distance of 242.06 feet to the south line of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 02 minutes 36 seconds West, along said south line, a distance of 411.47 feet to the Southwest corner of said Northwest Quarter of the Southeast Quarter; thence South 88 degrees 45 minutes 48 seconds West, along the south line of said Government Lot 3, a distance of 19.99 feet to the easterly right -of -way boundary line of County State Aid Highway No. 18 (Crooked Lake Boulevard); thence North 1 degree 17 minutes 19 seconds West, along said right -of -way line, a distance of 585.55 feet: thence northwesterly, along said right -of -way line, on a tangential curve concave to the West, having a radius of 1293.00 feet and a central angle of 4 degrees 47 minutes 54 seconds, a distance of 108.28 feet to the intersection with a line bearing West from the point of beginning; thence on a bearing of East a distance of 40.12 feet to the point of beginning, lying South of the North 5 feet AND lying North of the South 185 feet thereof. SUBJECT TO: To an easement for County Ditch No. 57, as shown by map of County Ditch No. 57 on file in the office of the Anoka County Surveyor. To a highway easement in favor of County of Anoka over that part of South 363 feet of the North 508 feet of the above - described tract as measured at right angles to the north line thereof, which lies westerly of a line drawn 7 feet easterly of and parallel to the westerly line of the above - described tract. WHEREAS, Boulder Contracting, LLC has requested approval of a preliminary plat for Bent Creek Shores; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Bent Creek Shores with the following conditions: Park dedication as recommended by the Park and Recreation Commission at the December 19, 2013 meeting. 2. Trail fee must be paid prior to the issuance of building permits. 3. City of Andover staff comments dated December 20, 2013, attached as Exhibit A, and Coon Creek Watershed District comments dated January 14, 2014 attached as Exhibit B, shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering Department will determine when all items have been addressed. 4. Municipal sewer and water connection fees must be paid prior to the release of the final plat. 5. Building permits will not be issued until the final plat has been recorded with Anoka County. 6. Separate easement documents will be required for each proposed vehicle maintenance access. 7. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer and all required securities have been posted and fees paid. Adopted by the City Council of the City of Andover this day of 2014. ATTEST: Michelle Hartner, City Clerk CITY OF ANDOVER Michael R. Gamache, Mayor Exhibit A AN 6 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV MEMORANDUM TO: Stephanie Hanson, City Planner FROM: David Berkowitz, Director of Pu lic Works /City Engineer Jason Law, Asst. City Engineer Todd J. Haas, Asst. Public Wor s irector- DATE: December 20, 2013 REFERENCE: Bent Creek Shores /Grading, Drainage & Erosion Control Plan /Review #2 The following comments have yet to be addressed from Review #1: 8. Not done. All sheets where appropriate including Grading Plan. Add the 100 -Year HWL line and elevations per FEMA and Atlas 14 elevation as required by the Coon Creek Watershed District. The 100 year flood elevations are to be shown as follows: FEMA 10.0 Year = 863.9 and Atlas 14 100 -Year = 864.6 (upstream property line) and 864.1 (downstream property line). These are based upon the 1988 datum. Label as shown on all plan sheets showing this information. These ATLAS 14 elevations are from the CCWD. 9. Pending. Sheet C1.0: Verify that the shed that is over the north property line has been removed, and delete from plans if so. This shows upon the plat and sheets C1.0 and C2.0. . 23. Pending. The plat will require Infiltration Basin Maintenance Agreements for all properties. These shall require that all maintenance of the basins is the responsibility of the property owner. Should the property owners not maintain them, the City has the right to access their property and complete necessary maintenance procedures and assess all associated costs to the property. You have been provided an example. Please submit draft agreement with the next review submittal. The Basin Maintenance Agreements will require approval from the City Attorney and must be recorded at the County with the final plat. The following comments are in regards to Review #2. 201. Add " #1" in the submittal summary for review #1 comments on all sheets. Similarly, for Review #2, call out as "City Comments #2 ". 202. Sheet C3.0. The HWL for Infiltration Trench #2 does not match the hydrology calculations. Revise on the plans to 866.04. Add (Atlas 14) behind each infiltration trench HWL elevation. 203. Sheet C3.0: The lot by lot tabulation needs to be revised / completed. The 100 -year flood elevation (FEMA or ATLAS 14, whichever is higher) must be included in the table. Also need to identify the seasonal high water level for each lot. 204. Sheet C3.0. If the proposed retaining wall if over 4' in height, it will need to be an engineered wall. 205. Sheet C3.0. Do not show the building setback line on all lots inside the D &UE. 206. Sheet C3.0. Add a note stating "All disturbed areas shall be stabilized within 14 days of grading completion." This is a requirement of the CCWD. 207. Sheet C6.0. Revise Typical Plan Detail to say "4:1" max slope. 208. Sheet C6.0. Add a cross sectional view of the rip rap outlet. 4' wide base, go up the sideslope to the top of the berm (0.5' high at a 4:1 slope = 2' wide for a total width of 8' of rip rap). 209. All requirements from the CCWD must be met and satisfied. 210. In the Subsurface Geotechnical Investigation, need to identify the seasonal high water mark (Highest Anticipated Ground Water Level) for each boring, which is used to determine or establish proposed low floor elevations. 211. Additional comments pending further review. The following comments are in regards to the Hydrology Report Review #2 201. The Atlas 14 rainfall depth for this location should be 7.17" (7.14" used in model). Revise model according and update report and infiltration HWL's as necessary. Note: It is a requirement that the Developer respond to each of these items in writing when re- submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767 -5130 or Todd Haas, Assistant Director of Public Works at (763) 767 -5131. 2 N%k NEED: Stormwater & Hydraulics: The applicant 1. There is no acknowledgment from is not meeting the volume management the applicant that they will conduct requirement equivalent to infiltrating runoff a post construction infiltration test. Exhibit B C O O N C R E E K W A T E R S H E D D I S greatest extent practical or explain OF 1 2 3 0 1 C e n t r a l A v e n u e N o r t h e a s t • S u i t e l o o • B l a i n e • m i n i the back yard itself. All projects in the NOTICE OF PERMIT APPLICATION STATUS Project: Bent Creek Shores Date: January 14, 2014 Applicant: Boulder Contracting, LLC 2322 1715 Ave NE Ham Lake MN 55304 Permit Application #: 13 -109 Location: Crooked Lake Boulevard just south of Bunker Lake Boulevard in Andover, MN At their meeting on January 13, 2014 the Board of Managers of the Coon Creek Watershed District tabled the above referenced project with concerns and stipulations: ISSUES /CONCERNS: NEED: Stormwater & Hydraulics: The applicant 1. There is no acknowledgment from is not meeting the volume management the applicant that they will conduct requirement equivalent to infiltrating runoff a post construction infiltration test. from the first inch of precipitation. The provided calculation accounts for all of the 2. The applicant must provide a plan impervious area. However, the regulatory for meeting the volume volume of flow does not reach the proposed management requirement to the infiltration basins. Most of the proposed greatest extent practical or explain impervious is in the front of the houses, why it cannot be met. which drain to the streets. The runoff that actually gets to the basins is only what falls on the backyard portion of the rooftop and the back yard itself. All projects in the Coon Creek Watershed District must meet this requirement. If applicants cannot meet this requirement due to site constraints in its entirety, they must meet it to the greatest extent practical and explain why it cannot be met. Soils & Erosion Control: 3. A statement must be added to the There is no statement provided to the grading and /or the erosion plan that grading and/or the erosion plan that states states that all rough graded areas that all rough graded areas will be will be stabilized within 14 days. stabilized within 14 days. Escrows: $1,500 + (3.7 x $500 /acre) = $3,700 4. Submit escrow Please be advised that this is not a permit. To secure Board review and obtain your permit, the District must receive: 1. Receipt of escrows. 2. The applicant must acknowledge that they will conduct a post construction test on the infiltration basin by filling the basin to a minimum depth of 6 inches with water and monitor the time necessary to drain. The Coon Creek Watershed District shall be notified prior to the test to witness the results. 3. Provide a statement on the grading/Erosion control plan sheets that states that stabilizing vegetation will be provided within 14 days. 4. Applicant must demonstrate they are meeting the District's 1" infiltration rule through the entirety of the site by showing a soil management plan testing or infiltration basins capable of accepting 1" of runoff from the front of the houses. Please be advised that this is not a permit, and that work without a permit is a violation of the terms of the Coon Creek Watershed District Rule 5.1. If you have any questions, please call 763- 755 -0975. Sincerely, vw -ljq — Rebecca Haug Regulatory Affairs Coordinator cc: File 2 -1 -13 -109 Ed Matthiesen, Wenck Dave Berkowitz, City of Andover Regular Andover Planning and Zoning Commission Meeting Minutes — December 10, 2013 DRAFT Page 3 Motion by Gudmundson, seconded by Cleven, to close the public hearing at 7:23 p.m. Motion carried on a 6 -ayes, 0 -nays, 1- absent (Daninger) vote. Acting Chairperson Holthus stated the City currently has active massage businesses and she wondered how many there were. Mr. Carlberg indicated there were very few but of the home occupation massage businesses they do have; there have not been any issues. He noted in condition number five of the resolution it indicates "special" use and should be "conditional" use. Commissioner Peterson wondered if there will be any signage for the business on the property. Mr. Angell stated that there would not be. Motion by Kohler, seconded by Gudmundson, to recommend to the City Council approval of the Conditional Use Permit with the change to condition #5 changing the word from "special" to "conditional." Commissioner Nemeth wanted to comment on the end time of 9:00 p.m. because he thought there could be neighbor disturbances so wondered if the time should be changed to 7:00 p.m. Commissioner Kohler stated because this is a business and only one person would be leaving the home at a time, he did not feel this would be a big disturbance to the neighbors. Commissioner Peterson agreed and felt most of the business would be in the evening and in order for the applicant to grow her business she may need additional time for her clients. Motion carried on a 5 -ayes, 1 -nays (Nemeth), 1- absent (Daninger) vote. Community Development Director Carlberg stated that this item would be before the Council at the December 17, 2013 City Council meeting. PUBLIC HEARING: Consider a Preliminary Plat known as Bent Creek Shores —S& (6) lot Single Family Urban Residential Development —13563 Crooked Lake Blvd NW. City Planner Hanson noted the purpose of this item is to hold a public hearing and take input on a Preliminary Plat for Bent Creek Shores. The proposed preliminary plat contains 6 urban residential single family lots as proposed by Boulder Contracting, LLC. City Planner Hanson reviewed the proposed preliminary plat with the Commission. Commissioner Koehler asked about the status of the house on the property. Ms. Hanson stated it has been removed. Commissioner Peterson asked on Lot 4 he wondered where the location of the driveway would be because of the road (135`h Lane NW) across the street from the development. Regular Andover Planning and Zoning Commission Meeting DRAFT Minutes — December 10, 2013 Page 4 He did not know if it would be placed across from the road entrance or not and thought staff might want to look at this. Commissioner Cleven stated on Item 15, the seasonal high water has not been addressed. Ms. Hanson stated the engineers and Coon Creek Watershed District will review this for issues. Commissioner Peterson asked if there were any special provisions that the developer has to abide by during construction with the creek being there. Ms. Hanson stated there are things the developer will have to abide by and NPDES requirements that will need to be met. Ms. Hanson noted the lots are really deep so the creek will not be affected at all. Commissioner Nemeth stated regarding the tree preservation, these are recommendations but he did not see them in the motion and wondered if they should be added. Ms. Hanson stated those recommendations were comments and do not need to be added to the motion. Acting Chairperson Holthus asked if the Andover Review Committee approved this plat. Ms. Hanson stated this is discussed as a group and then goes out to the departments for review and the only ones with comments were the engineering department and they will be the ones making sure the issues are addressed. Motion by Gudmundson, seconded by Nemeth, to open the public hearing at 7:32 p.m. Motion carried on a 6 -ayes, 0 -nays, 1- absent (Daninger) vote. Mr. Gary Rowley, 2815 135th Circle NW, asked if the lots were going all the way to the creek. Ms. Hanson stated that was correct. Mr. Rowley asked what kind of homes will be built in the development. He stated he was glad this was being developed. Mr. Jim Cormear, Boulder Contracting, 2322 171" Lane NE, Ham Lake, stated homes will typically be three bedroom, two baths or larger with basements. These will be custom built homes and it will be up to the client on what they want built. Commissioner Peterson stated on lot one, he noticed it appears to be wider than the others. Mr. Cormear stated there are maintenance easements and sewer stubs already in that the lots need to meet up with. Commissioner Peterson asked if the lot sizes could be made more uniform. Mr. Cormear stated because of the easement there would not be much more land that could be added to each lot to make them more uniform. Commissioner Peterson asked what the price point would be. Mr. Cormear thought the homes would be $275,000 to $350,000. Regular Andover Planning and Zoning Commission Meeting Minutes — December 10, 2013 DFRAFT Page 5 Commissioner Gudmundson asked if there would be any covenants or an association in this development. Mr. Cormear stated at this point there would not be any. Commissioner Peterson stated Lot 4 is across the street from a "T" intersection and he wondered if the developer had any preference on where to place the driveway. Mr. Cormear stated it would depend on the elevations and the type of elevations for the type of home that would be built, but typically they would not want the driveway located directly across from the intersection. Commissioner Nemeth asked regarding the trees, would the developer try to save some of the mature trees on the property. Mr. Cormear stated they will look at saving mature trees but it all depends on the drainage and utility easements and how the homes will sit on the property. He noted the trees next to the creek will remain to create a buffer. Motion by Koehler, seconded by Nemeth, to close the public hearing at 7:42 p.m. Motion carried on a 6 -ayes, 0 -nays, 1- absent (Daninger) vote. Commissioner Koehler asked if there were any anticipated changes to traffic patterns. Mr. Carlberg indicated there were none. Motion by Nemeth, seconded by Peterson, to recommend to the City Council approval of the Preliminary Plat for 6 urban lots. Motion carried on a 6 -ayes, 0 -nays, 1- absent (Daninger) vote. City Planner Hanson stated that this item would be before the Council at the January 7, 2013 City Council meeting. PUBLICHEARING. Consider Amendment to the City Code 14, Flood Control Associate City Planner Angell noted the Minnesota Department of Natural Resources has requested that Andover and surrounding cities update their ordinances on flood control based upon the 3`d Generation Watershed Plan. As a member community of the Lower Rum River Watershed Management Organization, adoption of the recommended changes would bring Andover into conformance to Minnesota Rules, Chapter 6120.5000. Commissioner Nemeth asked if the reason this was before them was to make sure this conformed to the State rules. Mr. Angell indicated that was correct. Commissioner Nemeth asked if the definitions that were added were from the rule itself or did City staff create them. Mr. Angell stated the definitions were given to the City by the DNR. Regular Andover Park & Recreation Commission Meeting Minutes — December 19, 2013 Page 2 church will need to check out the necessary keys to close the warming house and to turn off the rink lights since they would like to use the rink until 9:00 p.m. A key deposit will be required for the warming house portion of the building and for the rink lights. Since this is a one -day request, the Commission may want to consider waiving the requirements that are to be submitted as part of the Guidelines to use the facility. The free skating is open to the public and the hockey rink is available from 4:00 - 6:30 p.m. A copy of the proposed revised 2013 — 2014 hockey rink schedule was provided for Commission review. Motion by Commissioner Stenzel, seconded by Commissioner Lewnau, to approve the Application for Scheduled Use of Recreational Facilities for use of the Prairie Knoll Park hockey rink as requested by Constance Free Church. Motion carried on a 5 -ayes, 0 -nays, rX7 2- absent (Lindahl and Miskowiec) vote. CONSIDER PARK DEDICATIONREQUIREMENTS /BENT CREEK SHORES Mr. Haas reviewed the Commission is requested to review and determine park dedication requirements for the proposed preliminary plat of Bent Creek Shores. A copy of the preliminary plat was provided for Commission review. The proposed preliminary plat is located just to the south of Bunker Lake Boulevard on the east side of Crooked Lake Boulevard. The developer is not proposing a park. Staff is recommending the park dedication be cash in lieu of land. Motion by Commissioner Stenzel, seconded by Commissioner Lewnau, to approve the proposed preliminary plat of Bent Creek Shores and accept park dedication in cash in lieu of land. Motion carried on a 5 -ayes, 0 -nays, 2- absent (Lindahl and Miskowiec) vote. CONSIDER REQUEST FOR IRRIGATIONISOPHIE'S PARK Mr. Haas reviewed the Park and Recreation Commission is requested to consider a request from the Sophie's South residents to irrigate Sophie's Park. A letter was received from Sophie's South residents to consider irrigation at Sophie's Park. The Commission at the last meeting has recommended Oak Bluff Park be irrigated for the upcoming year 2014. The cost for irrigating Sophie's Park is approximately $5000 - $7500. The municipal water service is already stubbed to the park for connection. The estimated costs are for mainly material and equipment rental, as the labor would be completed by Public Works maintenance staff. Mr. Russ Schmeichel and Mrs. Carol Schmeichel, 1146 —152 "d Lane NW were present at the meeting. Mrs. Schmeichel addressed the Commission and stated she had seen on a previous meeting webcast the Commission was considering parks for irrigation. She was not aware a park had been selected. They composed the letter submitted to the Commission and request Sophie's Park be considered for irrigation in the future. All the surrounding yards are beautiful and the grass in the park is in need of irrigation. She stated the park is used a lot by the neighborhood. Map Location C 1 'C Y O F NDOVE^ 13563 Crooked Lake Blvd 13732 13725 < 2719 - 1375 )w3w film 47 2600 2556 ST31 4 s„199 3 n9nl ,: 13]13 2733 S.M. O 13]23 13)21 (�j. 13]13 100 N 2621 2607 255] 256 2703 n BUNKER LAKE BLVD BUNKER LAKE BLVD A LKE Bl Vfl BUNKER LAKE BLVD B � f VNKER LAKE et bu B. NKER LAKE BLVD BUNKER LAKE BLVD BUNKER IAKL Rl VD SERVICERD SERVICE RD ti z9ao -- -- - - -- - — -- .. 3024. 5Le 1343 13 48 3136 31U 3112 304 3048 1 W38 't' ... 2836 I 2732 i 2044 1346 13 3169 CPO 10 LAQ BOAT EANDNK3 13624 13635 2772 1 1304 13E83 70D 136 3143 13634 3ii3 1302 J5j 1341 1341 .. .. _— 1 l3d (...13182 13691 1. 110 13633 1306 1303 - h 13625 1361 Q 1342 y 136 J36 3135 13616 # 13666 6 1300 136�HI1?DFN fPEFK IMHTH SL _. _..- .. _. 1,1; 136ri - 1305 - 46 9L� 13608 t ^ 13607 130] .� 13611 13610 13654 A 136 13617 h 13617 13689 V 1, 3138 LIM ��? 13009' _.__ < 13642 n 134] 131 13609 P/5_--- - 13563 13562 C 13619 a, 1303 T 135Q 13331 @� 13801. 13551 1258 13558 T 1309 O 13617 2633 2619 2105 2591 2577 N .. .. 13551 13]50 13101 P 8\ 13557 1354 13557 OJ 135M 13553 20559 i 2849+^ 13560 236711 AVT ? 131 293] 5 13547 i 13563 13619 2634 O 135)1 ... -.. f 13421 1)QM O 2620 2592 2S79 2364 13537 I3STH LN I35THLN Id5)M IN _ n 3137 I 3115 2940 13524 at4 2859 284 38b 13524 hill 13594 1^ 111) L)527 I .3 2m] 2"1 2579 21 HAW 2825 4 1354 p I7STLLAVE 1)]17 13524. yl 2915 < P 13522 P 13325 2823 135741354 135 TH IN 3136 3124 13068 13507 CNOOK603AKE -- - - O`O _... -.. _.. _._._.._._ _ %3 V 13503 SIl1LU < Mac 13520 gyp 13323 I 2838 2816 2572 B 13465 �- -- - -- - 13554 13459 L3458 Lri14 + 13509 - 13493 13344. 13532 1 2271 2859 247 i 2835 2923 2811 13521 I 130]3 13516 13849 13648 13667 13506 1f I _.._ .__. -_. -. _ I 13509 .- _....- _ 735111 AVE ($1 13590 p' 13439 13445 13451 -. . —.. 15 13453 M 1369 13438 2868.2860 SMF ' 2735 lip 2 5- 13435 '- 2844. I C _ 2]15 /5 1 Luse 7021 "M r - m 13429 13428 Z _. 13653 1343 27AB + 2725, 1344 �' 136 x 2]05 n 13419 13423 1340 .. 1c(• U 13418 i N O -r 1345 2 A 13453 Disclaimer: Maps and documents made available to the public by the City of Andover are not legally recorded maps or surveys and are not intended to be used as such. The maps N and documents are created as part of the Geographic Information System (GIS) that compiles records, information, and data from various city, county, state and federal resources. Copyright © 2013 City of Andover, All Rights Reserved Printed 12/04/2013 W* e s S ... P 13445 134TH LN 2679 - O 2852 13430 13409 13406, 13415 13638 O 13437 13!73 2740 2732' 2720 13436 1343 2704 13405 1341 13363 13405 - 1334 V 13365 134111 --.. - -- 13420 i I2w 2839 28" 1349 2737 7721 2705 ((yy6pQpQ55EE7 265] 13361 , 13350 13335 i 1 2913 2338 m� Od -' j - - -_ -' 134TH AVE 13349 13355 1334 V m 3 /NA 1392 = 13336 m 1339 54 274 2736 1 2712 )ra, 1 13340 13339 Disclaimer: Maps and documents made available to the public by the City of Andover are not legally recorded maps or surveys and are not intended to be used as such. The maps N and documents are created as part of the Geographic Information System (GIS) that compiles records, information, and data from various city, county, state and federal resources. Copyright © 2013 City of Andover, All Rights Reserved Printed 12/04/2013 W* e s C 8.14 -n z CA) 5 ;p RIP w 0 E�Zdl �tt � Top of Block 661 .64 8: 100 Year - Found Dexd-Eost Shed 9 t a il j MY (1929) Q. 2 -Frond JLM i 1_ — — — 220.00 vvv�www '64.92 00 Year E?.6 0 -t 0 0 62--, 5L 1( < c nd Utility 863.9 (1988) 5; 1260±, Vehh's Access E.shnnent--' ___7xd-7-----t--- 9 18-55hT�z ------- -------- (D . .. ........ Atlas 14 - F 864.4 (1988) it E'� 'T' Go 9 81 Z ------------ -------- — --------------------- ---- -- e ------------------------- o SI xe.e, 4 ID Ca C13 0 1 jL7�, z let 3 ~ I es as ed fyx_a.. Z: E; do D --- 9L ------ dd� ---------- r -- ---- . . . . S89-1 WE 5 On d, ce 51 -------------- Nn 3 5 do ------------ 7 1 R x w 33-32 24 -42 i0 z T D¢ se— sfi 0 lu, I 0 Fl 0 5 Z 0 -T, 0 ---- ------ -------------- ------------- -6 > on do 63± �2 i to m Z fix 0 C� ----------------------- -.41. se. --- -------- ------- 0 0 m 1 11 1 .. ... ...... 2'. 5 1 z OT S'l 3 -: ddx� us 135TH le, v y NA 4—NE 'NW. > Cp 70 es is ------- 0 0 S W a r `RN\ �'pr.n \ 1 So, Od 0 L ------- ---------------- 31se -------------------- Op" --------------- o St — — — — — — — — — — one el o N ----------- -------------- -------------- (P. -------------- ------- ce 50± g :T - , T -------------------- Nz� .1—ex—exi—se—ex ra) 65.15 55.85 X 10167 'Q1 , — — — — — — — -_ — — I Po UV "�" d, - -- 30 -_ : 0 ), 1 �54.95 0 -20.60 S89*43'38"W -26-32"W 8 S8P C/I Existing Caroge CFE=867.55 7 0 We,. & R.�dn�d, (33-32-24-42-0056) len 0 > 135TH --III Existing m 4itee OBT C=D Six C112CLE NW. ed 0 3F 2 1 do Z GOO Existing House I M. S, Top of Bieck 02o ,a X T Found dLM-- Found JUd- und &M sly' 11 X\, 387,39 47 , 99= Meas.-S89-43'38'W eosl= 9'263 'W_ ' Dxed=S89'Q2'36"W Deed = 588'45'4 "W �___SW. Cor. of the NWI/4 of the SEI/4 of 1___S. Line of the NWI/ of the SEI/4 of Sec. 33. T. 32, R. 24 See 33, T. 32. R. 24 & 50± SE. C., of GoVt. Let 3, Sec. 33, T. 32, R. 24. S. Line of Gov't. Lot 3. Sec, 33. T. 32, R. 2x. kA 9 w UTH 1-f H M H, 1 Eli; se p ;s! pp 0* ed t m z 91 F.S° V o R m: ^;U Nt? 0 e _ zz NO M; 0 0 n cc O 02 E .6 ti 'z > 5 ir 1 Ud Is -4 m3Z R "SL !T Om R g2ig on we CO Y9 fell, 1 11WR z q L= < ex° xx to se area`- > g mm 3 0 3 \ 1 \ \ I 1 \\ I \ \ 1 I \\ 1 \ 1 \ = ---- ----------- I PER CITY STANDARDS ' :�� I\ \\ > - __ I I \\ z°0 0 I I \ I \ � P 6% II op \ 1 \ t \ .� v N Z:;; N°IMan 6 Rena. \\ T (D3-32-21-42-0052) \ O � O 0 0 (0 1 \ `'61� ` $`'i -yx __ Sol °51'55" E A3 (Floodway) I Zone 1 189.95 x _ - - -- SURVEYED BY ACRE LAND WRVEYNG - AUGUST 22. 2013 19 .RS 0 NIS UDLITY WAUTY LEVEL WAS DETERMNED ACCORDING TO THE GUIDEUNES OF v. F CI /ASCE 38 -02, ENTITLED 'STANDARD GUIDEUNES FOR THE COLLECTION AND g. t\ CD \ &g° got b2'pp5g1 `%J (�\oo_� _.. \\ (33_32_24' Zone P3` L M"ll , od Oo Zone , le \ U.�g a,ti f :r14 � W", �+" - - .969N es - - l _ _____- -S9B`. COON / 99 a \ r Ah r � , e � , N iW u - -- , •_ % `SLS9. l- �'�,�, r e wpo x 4 weo mp s' , sk `r! S I I � eyyyfl'Is9 °vrt nno! '.11 I cV o _ -868' U aax�.l $rug E I °3 sn r-" - 9 7 .M .it o I -0 893" E n .P_ A _ K�I ...£ _ _ .. sn o ns in or L _ ysn f6 .uasr - 2 ?o bw arise. ,I , m,is I -- . L.�P9Y_..�v_ 3560 u,rn I BM v.w - '9149A911 REMOVE EXIST. CURB AT DRIVEWAY CURB CUT5 TYP PER CITY STANDARDS - - - -- °' Art or & 0 L Steinberg r (33- 32 -24 -31 -0037) W ry i a1 ti - - mr "867.. -N 1 Z > ,ii ` / `998 ." u.a]a pei „n .orris ,1 / - °o PER CITY STANDARDS .� rTP / a ° ZK Z z T-- - - - - -� �L,, 1 = ---- ----------- Be. �r PER CITY STANDARDS ' :�� auA UPSRML > - __ _ _ _ z°0 0 �4e .� v N rai T I •erzu .rnT `'61� ` $`'i -yx __ EXISTING UTILITY QUALITY LEVEL NOTE: SURVEY INFORMATION: � &IV, :S' , THE SUBSURFACE UOUTY INFORMATION IN MIS PLAN IS URUTY OUAUTY LEWL'C. SURVEYED BY ACRE LAND WRVEYNG - AUGUST 22. 2013 Thom°s " J E Stevenson (33- 32 -24 -31 -0039) W lfyeNwl /.,i -- ` SVIrRl SNB•.17 (PO Clv- Wn- ---- — REMOVE EXIST. CURB AT Z > DRIVEWAY CURB GUTS TYP. wBoIRB PER CITY STANDARDS � REMOVE EXIST. CURB AT— —_ 0� r a ° ZK Z z T-- - - - - -� �L,, 1 Z Lu �z < PER CITY STANDARDS (33 -32-2 -31¢0040) I El, R t 1 -V1 lines f C- j eb 3 .'Be iP 86s.28 ATP to „mo u1? -�JUw � L11 ll u� X49 Z > ! wBoIRB M°rvin & H C Srhrikles � REMOVE EXIST. CURB AT— —_ 0� r a ° ZK Z z (33- 32 -24 -31 -0010) DRIVEWAY CURB GUT5 TYP. Z Lu Q U < PER CITY STANDARDS M J De,d MOW I I I Door, Roel (33-32-24-31-0046) z°0 0 M � I to „mo u1? -�JUw � L11 ll u� X49 cam, m ® u P WIT W. 35TI ST. SURE SM ST. LWIS PARK, MN 5N16 Cn9SiRGnAR"` WK PARK Pal Saner ]83213.]844 952- 2563C(0 N Lu Z > J J 0 M°rvin & H C Srhrikles � REMOVE EXIST. CURB AT— —_ J m Y I JQ o a ° ZK Z z (33- 32 -24 -31 -0010) DRIVEWAY CURB GUT5 TYP. Z Lu Q U < PER CITY STANDARDS M J De,d MOW I I I Door, Roel (33-32-24-31-0046) c— U (33 32 -24 -34 -0065) M � m T I I EXISTING UTILITY QUALITY LEVEL NOTE: SURVEY INFORMATION: THE SUBSURFACE UOUTY INFORMATION IN MIS PLAN IS URUTY OUAUTY LEWL'C. SURVEYED BY ACRE LAND WRVEYNG - AUGUST 22. 2013 NIS UDLITY WAUTY LEVEL WAS DETERMNED ACCORDING TO THE GUIDEUNES OF SEE PRELIMINARY PLAT CI /ASCE 38 -02, ENTITLED 'STANDARD GUIDEUNES FOR THE COLLECTION AND DEPICDON OF EASTING SUBSURFACE UTILITY DATA- 13' -0' 0 30' -0' cam, m ® u P WIT W. 35TI ST. SURE SM ST. LWIS PARK, MN 5N16 Cn9SiRGnAR"` WK PARK Pal Saner ]83213.]844 952- 2563C(0 N Lu Z > J J 0 a 0 to Y W J m Y I JQ o a ° ZK Z z V Q pI Z g � W Z Lu Q U < W ai N N W O M m T 'O n I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY 0 IRE CT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAA`/W /S\ //OOFF THE STATE OF MINNESCH /--J�- MBMew R nek AT[ 11/8/13 ucE..xSE A o. 44203 ISSUEISUBMITTAL SUMMARY REVISION SUMMARY EXISTING CONDITIONS /REMOVALS PLAN. C1.0 \\ III \ \l \ I\ \ I \ I \ \ I \ I \ / COON_ I \ I \ i I I fix,; I I I I I I I I I I I "I I I I I I , I I ^�• I 1 I I I I I I I I I I I I 1XI t1Rr X'I II x a µ„m. 41AT- W —x FOR LAYOUT IN RELATION TO ACTUAL TREES. LEGEND: TREE PROTECTION T TONG LOCATION - SINGLE TREE, SEE DETAIL FOR LAYOUT IN RELATION TO ACNAL TREfS. o a SILT FENCE / GRADING LIMIT, SEE GRADING PLAN - COORDINATE TREE PROTECTION OPERATIONS WITH GRADING OPERATIONS TREE PRESERVATION d PROTECTION AREA I I I fix,; I I I I I I I I I I I "I I I I I I , I I ^�• I 1 I I I I I I I I I I I I 1XI t1Rr X'I II x a µ„m. 41AT- 6if Xj FI E' 1 1, I I TREE PRESERVATION NOTES: 1. NO IN ME OF MATERIALS, F RADON OE MACHINERY OR DEVELOPMENT OF MY ME OCCUR C ante W1HIN THE WOF ATE SIDE OF PROTECTIVE DELINEATION R DEVELOPMENT APPROVAL BY THE TWILL O I.ERECT PROMMME DELINEATION CONTINUOUSLY ALONG DRIP LINE OF SCNINCANT TREES CLOSEST TO w OR STREET RIGHTS -OF -WAY. FINAL LOCATOR OF DELINEATION SUBJECT TO APPROVAL BY ENGINEER IN THE R / / DIED, SECURE DELINEATION TO METAL POSTS AT A HEIGHT OF 4 FEET. ST. LOUI5FH ST. SURE200 Si.LW13PAW, MIN 65,116 3. GRATING SHALL HAW COMMENCE BRIEFED PTIFR PROTECTIVE MEASURES HAVE BEN COMPLETED NVO ALL GN13iteGrwp.cwn CONTRACTORS HAVE BEEN BRIEFED ON PRESERVATION TECNNIWE9 AND PROCEDURES. Mary Pevek Pet Server )832130964 953- 2562003 d.NO TRENCH FOR UNDERGROUND UIILITEB SHALL BE PERMITTED ON TIE WOODLAND SDE OF PROTECTIVE DELINEATION, 5.IF PRUNING IS NECESSARY, PRUNING MALL BE DONE BY PROFESSIONALS ME TRIMMNG COMPANY DURING APPROPRIATE PRUNING SEASON FOR SPECIES. 6 CONTRACTOR SHALL BE RESPWSOLE FOR ALL COSTS OF TREE REPLACEMENT RESULTING FROM DAMAGE TO WES PATEN PROTECTED AREAS re" 7.CONMRACTCR THROUGHOUT SHALL BE RATI ONSBLE FOR MAINTAINING FROTECTIVE DELINEATOR AND SIGNS IN GOOD REPAIR THRWGHWi DURATION OF PRO.ECT BALL UTILITIES INSTALLED AS PATH OE ME DEVELOPMENT WEE BE WHIN STREET RIGHTS -OE -WAY OR " UTIUIY EASEMENTS 9. CONTACT THE CITY FORESTER (ENGINEERING DEPARTMENT) AT 755 -51M TO ARRANGE A ' PRE- CONSTRUCTIW CONFERENCE VAN ME CITY FORESTER /TREE INSPECTOR PRIOR TO ANY "NO DISTURBANCE. 10. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION. II. ORANGE RELY SAFETY FENCE OR ORANGE SET FENCE SHALL BE LOCATED AT THE CUTER PERIMETER t \ \ I.-r: "� OF TIf DRIPUNE OR AS DIRECTED BY CITY FORESTER. SUE BE PLAN FAR HORIZONTAL LAYOUT 4 \\ l � f£NERAL GRADING NOTES. \ I 12. ALL TREE PROTECTOR AREAS MUST BE ACCOMPANIED BY 'KEEP OUP OR '1REE SAVE AREA' SIGNACE \ 12.1. SIGN SHALL BE WAIST PAINTED WWO OR METAL W/ EIGHT BACKGROUND COLOR AND \� CONTRASTING TE %T, MIN. 4' IN HT. 12.2. SIGN TO BE PLACED IN' O.C. ALONG FENCE TIRWCH IDODED LOT AREA INSTALL ON INOINDUAL SPECIMENS WHERE NEED, WITH MIN. ONE ON EACH TREE LINE AREA TO BE SAVED, CORE TO BE AFRAID TO S1EEL POSTS. 12.3. ALL PASSIVE TREE PROTECTION AREAS SHALL ALSO INCLUDE THIS SIGNAGE. EXISTING UTILITY QUALITY LEVEL NOTE: THE SUBSURFACE UTT( Q UTILITY L WAS DETERMINED HMI THIS PLAN TIN UTO OUAUtt LEVEL 'C. C UTU1Y VUAUtt LEVEL WAS ARD GUIDELINES ACCORDING t0 THE GUIDELINES OF 1 CONDIGN JB -02, ENTITLED -STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION Of EXISTING SUBSURFACE UTILITY DATA' Z U EXTEND FENCE 25' W � 03 WHERE BRIPLINE� L/J.y M BEYOND RIPUNE J Z Z TREE DRIPUNE, OR CONSTRUCTION ION Uj F- p /—♦ TREE PROTECTION SIGN, IMP. i Q Y y N Y w g Z < FENCING DFENCING -MIN 4'HT., _ 1 CONSTRUCTION E. W CONSTRUCTION FENCE WOODED � Z W KNOW TILE. OR STAPLED W l!J W O AND CITTILE.CO OINSTTEWION. A/ V iQ Ill AND CITY PRIOR TO INSTALLATION. U O Z Fa'- DL L Q W N ORIPLINE WIDTH Q f FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS LL SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25'BEYOND DRIP Z N LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION W J 1 ACTIVITY), OR ONE EMERY 100' LF ALONG A GROVE OR MIJI-11 REE PROTECTION AREA M N /� m to p TREE PROTECTION M m '.m k\ 6r,3 INI.E J ..�'rvi)I C'TIOA I YP Z —� I— Ln '• I C. LLB zQ �= J I I TREE PROTECTION FENCING LOCATION - MULTI -TREE, SEE DETAIL —x FOR LAYOUT IN RELATION TO ACTUAL TREES. LEGEND: TREE PROTECTION T TONG LOCATION - SINGLE TREE, SEE DETAIL FOR LAYOUT IN RELATION TO ACNAL TREfS. o a SILT FENCE / GRADING LIMIT, SEE GRADING PLAN - COORDINATE TREE PROTECTION OPERATIONS WITH GRADING OPERATIONS TREE PRESERVATION d PROTECTION AREA I 6if Xj FI E' 1 1, I I TREE PRESERVATION NOTES: 1. NO IN ME OF MATERIALS, F RADON OE MACHINERY OR DEVELOPMENT OF MY ME OCCUR C ante W1HIN THE WOF ATE SIDE OF PROTECTIVE DELINEATION R DEVELOPMENT APPROVAL BY THE TWILL O I.ERECT PROMMME DELINEATION CONTINUOUSLY ALONG DRIP LINE OF SCNINCANT TREES CLOSEST TO w OR STREET RIGHTS -OF -WAY. FINAL LOCATOR OF DELINEATION SUBJECT TO APPROVAL BY ENGINEER IN THE R / / DIED, SECURE DELINEATION TO METAL POSTS AT A HEIGHT OF 4 FEET. ST. LOUI5FH ST. SURE200 Si.LW13PAW, MIN 65,116 3. GRATING SHALL HAW COMMENCE BRIEFED PTIFR PROTECTIVE MEASURES HAVE BEN COMPLETED NVO ALL GN13iteGrwp.cwn CONTRACTORS HAVE BEEN BRIEFED ON PRESERVATION TECNNIWE9 AND PROCEDURES. Mary Pevek Pet Server )832130964 953- 2562003 d.NO TRENCH FOR UNDERGROUND UIILITEB SHALL BE PERMITTED ON TIE WOODLAND SDE OF PROTECTIVE DELINEATION, 5.IF PRUNING IS NECESSARY, PRUNING MALL BE DONE BY PROFESSIONALS ME TRIMMNG COMPANY DURING APPROPRIATE PRUNING SEASON FOR SPECIES. 6 CONTRACTOR SHALL BE RESPWSOLE FOR ALL COSTS OF TREE REPLACEMENT RESULTING FROM DAMAGE TO WES PATEN PROTECTED AREAS re" 7.CONMRACTCR THROUGHOUT SHALL BE RATI ONSBLE FOR MAINTAINING FROTECTIVE DELINEATOR AND SIGNS IN GOOD REPAIR THRWGHWi DURATION OF PRO.ECT BALL UTILITIES INSTALLED AS PATH OE ME DEVELOPMENT WEE BE WHIN STREET RIGHTS -OE -WAY OR " UTIUIY EASEMENTS 9. CONTACT THE CITY FORESTER (ENGINEERING DEPARTMENT) AT 755 -51M TO ARRANGE A ' PRE- CONSTRUCTIW CONFERENCE VAN ME CITY FORESTER /TREE INSPECTOR PRIOR TO ANY "NO DISTURBANCE. 10. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION. II. ORANGE RELY SAFETY FENCE OR ORANGE SET FENCE SHALL BE LOCATED AT THE CUTER PERIMETER t \ \ I.-r: "� OF TIf DRIPUNE OR AS DIRECTED BY CITY FORESTER. SUE BE PLAN FAR HORIZONTAL LAYOUT 4 \\ l � f£NERAL GRADING NOTES. \ I 12. ALL TREE PROTECTOR AREAS MUST BE ACCOMPANIED BY 'KEEP OUP OR '1REE SAVE AREA' SIGNACE \ 12.1. SIGN SHALL BE WAIST PAINTED WWO OR METAL W/ EIGHT BACKGROUND COLOR AND \� CONTRASTING TE %T, MIN. 4' IN HT. 12.2. SIGN TO BE PLACED IN' O.C. ALONG FENCE TIRWCH IDODED LOT AREA INSTALL ON INOINDUAL SPECIMENS WHERE NEED, WITH MIN. ONE ON EACH TREE LINE AREA TO BE SAVED, CORE TO BE AFRAID TO S1EEL POSTS. 12.3. ALL PASSIVE TREE PROTECTION AREAS SHALL ALSO INCLUDE THIS SIGNAGE. EXISTING UTILITY QUALITY LEVEL NOTE: THE SUBSURFACE UTT( Q UTILITY L WAS DETERMINED HMI THIS PLAN TIN UTO OUAUtt LEVEL 'C. C UTU1Y VUAUtt LEVEL WAS ARD GUIDELINES ACCORDING t0 THE GUIDELINES OF 1 CONDIGN JB -02, ENTITLED -STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION Of EXISTING SUBSURFACE UTILITY DATA' Z U EXTEND FENCE 25' W � 03 WHERE BRIPLINE� L/J.y M BEYOND RIPUNE J Z Z TREE DRIPUNE, OR CONSTRUCTION ION Uj F- p /—♦ TREE PROTECTION SIGN, IMP. i Q Y y N Y w g Z < FENCING DFENCING -MIN 4'HT., _ 1 CONSTRUCTION E. W CONSTRUCTION FENCE WOODED � Z W KNOW TILE. OR STAPLED W l!J W O AND CITTILE.CO OINSTTEWION. A/ V iQ Ill AND CITY PRIOR TO INSTALLATION. U O Z Fa'- DL L Q W N ORIPLINE WIDTH Q f FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS LL SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25'BEYOND DRIP Z N LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION W J 1 ACTIVITY), OR ONE EMERY 100' LF ALONG A GROVE OR MIJI-11 REE PROTECTION AREA M N /� m to p TREE PROTECTION M m '.m k\ 6r,3 INI.E J ..�'rvi)I C'TIOA I YP Z —� I— Ln '• I C. LLB zQ �= J I I t.% 1' =30' -0- ® 15'4' 0 30' -0' REVISION SUMMARY DATE DESCRIPTION TREE PRESERVATION PLAN C2.01 TREE PROTECTION FENCING LOCATION - MULTI -TREE, SEE DETAIL —x FOR LAYOUT IN RELATION TO ACTUAL TREES. LEGEND: TREE PROTECTION T TONG LOCATION - SINGLE TREE, SEE DETAIL FOR LAYOUT IN RELATION TO ACNAL TREfS. o a SILT FENCE / GRADING LIMIT, SEE GRADING PLAN - COORDINATE TREE PROTECTION OPERATIONS WITH GRADING OPERATIONS TREE PRESERVATION d PROTECTION AREA HEREBY CERTIFY THAT THIS PLAN, WAS SPECIFIBY PREPARED BY ME OR UNDER MY DIRECT UNDERMYDIRLY SUPERVISION AND THAT IAMADULY AND PROTECT TREES N THIS AREA, MINOR GRADING ALLOWED. PRIG CONTRACTOR TO VERIFY VEGETATIVE DAMAGE PRIOR TO WORK UNDE ITHELA OFTLIENOINEER UNDERTHE LAV50FT, STATE OF AND PRESERVE TREES AS MUCH AS P0551ELE MINNESOTA. REMOVE ALL TREES AND VEGETATION IN TH15 AREA Me ew NSEN AIR IC Pre t1/S/13 LICENSE NO. 66383 ISSUFJSUBMITTAL SUMMARY t.% 1' =30' -0- ® 15'4' 0 30' -0' REVISION SUMMARY DATE DESCRIPTION TREE PRESERVATION PLAN C2.01 TREE PROTECTION FENCING LOCATION - MULTI -TREE, SEE DETAIL —x FOR LAYOUT IN RELATION TO ACTUAL TREES. /� TREE PROTECTION T TONG LOCATION - SINGLE TREE, SEE DETAIL FOR LAYOUT IN RELATION TO ACNAL TREfS. - — — — — - SILT FENCE / GRADING LIMIT, SEE GRADING PLAN - COORDINATE TREE PROTECTION OPERATIONS WITH GRADING OPERATIONS - THROUGHOUT CONSTRUCTION t.% 1' =30' -0- ® 15'4' 0 30' -0' REVISION SUMMARY DATE DESCRIPTION TREE PRESERVATION PLAN C2.01 \ I - - \ 1 OVERFLOW / OUTLET. FIELD I \ DIRECT TO INFILTRATION I\ \ I \ 1 \\ WHERE P0551BLE MINIMIZE I FIELD LOCATE TO AVOID TREES I \ N 0 I \ CONSTRUCT 4' WIDE RIPRAP \\ - - FIELD GRADE TO DRAIN OVERFLOW / OUTLET. FIELD I \ DIRECT TO INFILTRATION LOCATE TO AVOID TREES I \ AREAS 6 AVOID TREES 1 -INFILTRATION TRENCH #1 WHERE P0551BLE MINIMIZE I 11 0) II 00 I FIELD LOCATE TO AVOID TREES DISTURBANCE N 0 WHERE LE , L L - NoI. I& El . TYT`\ I' DEPTH TYPE E DETAIL 1000 CF INFILiXTION VOLUME '% d jj$jj$ggqqqq MET -` ZA n2'OtY'il CIA 1 55 fs 1 \ \ ` CONSTRUCT 4' WIDE RIPRAP OVERFLOW / \ OUTLET. FIELD LOCATE TO AVOID TREES \ \ �k \ r / -0 M1 1 -� s H U l.. • .:., :. 'i HL , I I QO __ N z � OFJEO'e(25:SD . 1181EI65'FERTY6 FER TYP W, MAINTENANCE ACCESS EASEMENT. MAX GO! 16RADINGil .... _...j l'�) �fR-� I.Lan <a ��• .'; 8 b� � H I I .' V _ 8 WO < II 8 WO""°�- S LO I a I 887.00 F" 78.50 .m G 5 LO CF: ..... t ^ II 5 P ....1.... .....I //�� F 878 00 eo l m LLB _ 0 � .ATI 11� eY 1 1 *Ix, C .Bt I,G)zUCi ti �A u a 1 << By BUILDER AY CURB CUTS PROTECT ON ..... BY &ALDER TYP. PER GIN STANDARDS _ T- - _ - - - - - GENERAL EROSION CONTROL NOTES: CITY OF ANDOVER PERMIT NOTES: I. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPR) FOR ADDITIONAL EROSION AND SEDIMENTATION 1. AL- PERMITS, INCLUDING BUT NOT LIMITED TO OUR. US ARMY CORPS P ENGINEERS. COON CREEK NOD. WATERSHED DISTRICT, AND MEGA, MUST BE SCOURED PRIOR TO CONSTRUCTW. 2, ME CONTRACTOR SHALL ASSUME COMPLETE REV N98Ntt FOR CONTROWHG ALL SILTATION AND EROSION OF ME PROJECT AREA. ALL EROSION CONTROL AND SILTATION CONTROL MEASURES FALL COMPLY WEN MINNESOTA'S BEST MANAGEMENT PRACTCES MANUAL. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION INCLINING BUT NOT UNITED TO. STAKED SRAW BALES ROD( ENTRANCES AND /OR SILT FENCES. CONTROL SHALL COMMENCE WIN GRADING AND CDVTNUE THROUGHOUT ME PROJECT UNTIL ACCEPTANCE OF ME WORK BY ME OWNER. ME CONRACTOWS RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND ME DEPOSING OF SILT. ME OWNER MAY, AT HIS/HER OPTION, DIRECT ME CONTRACTOR IN HIS/HER METHODS AS DEEMEO FIT TO PROTECT PROPERTY AND IMPROVEMENTS, ANY DEPOSITING OF SILT OR MUD ON NEW OR USING PAVEMENT ON IN EMEND STORM SEWERS UP SWAIES SHALL BE REMOVED AFTER EACH RAIN AND EFFECTED AREAS CLEANED TO THE SATIEACTON OF ME OWNER, ALL AT ME EXPENSE OF ME CONTRACTOR. INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRACING AND SHALL BE CATCH BARN INLET BASKETS WIN HIGH FLOWBYPASS /OVERFLOW. 3 H - - ❑ EXISTING CATCH BASIN .. o Y EXISTING HYDRANT ...... ... ...... Y d }= a rF fi S y I Ib5 WETLANDaqH BUFFER ' INFILTRATION FIELD JIIRENGH M2 LOCATE TO AVOID FIREES M EXISTING ELECTRIC BOX WHERE POSSIBLE I DESCRIPTION ^ >(i DEPTH. TYP. SEE DETAIL. ) - `(1 1000- CF DINFLIERATIONliOLUME II jj$jj$ggqqqq MET I l� 9 ri.. Y S / CIA TESTING SHALL BE COMPLETED BY ME OWNER'S SOTS ENGINEER. ME CONTRACTOR SHALL BE RESPONSIBLE FOR COOROINAPNG ALL �\.,. UD L REWIRED SOIL TESTS AND INSPECTORS WIN ME SOILS ENGINEER. c ST. SURE y nr XI Ir , Li Q M I' 151 Nl^L VM866.00 II I I I�F LOT BY LOT TABULATION LOT # TYPE OF HOUSE - LOW. FLOOR ELEV 100 YR ELEV DRIVEWAY GRADE GARAGE FLOOR ELEV. LOOKOUT ELEV. TOP OF WIN. WELL ELEV LOW OPENING ELEV. SEASONAL HIGH GROUNDWATER 1 WO 873.50 865XX 4.10% 881.00 881.50 873.50 XX d2 GENERAL GRADING NOTES: - - ❑ EXISTING CATCH BASIN .. o Y EXISTING HYDRANT ...... ... ...... o EXISTING STOPBOX �I n N EXISTING GATE VALVE I. ME CONTRACTOR SHALL COMPLETE THE SIZE DRIVING CONSTRUCTION (INCLUDING BUT NOT LIMITED 10 SITE PREPARATION, SOIL (CM p M EXISTING ELECTRIC BOX ���C I DESCRIPTION }� - `(1 CORRECTION EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WTH ENE REQUIREMENTS OF ME OWNER'S SOILS ENGINEER. pLL SOIL - - 0 EXISTING GAS METER ILLS TESTING SHALL BE COMPLETED BY ME OWNER'S SOTS ENGINEER. ME CONTRACTOR SHALL BE RESPONSIBLE FOR COOROINAPNG ALL III UD L REWIRED SOIL TESTS AND INSPECTORS WIN ME SOILS ENGINEER. 4831 W. 35TH ST. SURE PHI N PLAN 2.GRADING AND EXCAVATM ACTMPES SHALL BE PERFORMED IN ACCORDANCE WM ME NATIONAL POLLUTION DISCHARGE ELIMINATION ST. LOUIS PARK,MN 55416 SYSTEM (DROPS) PERMIT REQUIREMENTS &PERMIT REQUIREMENTS OF THE C11T CInI5I1e0'°uP'm^' MaHPeek Pal0UP03 •f`^ 3. PROPOSED SPOT CRACKS ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OMERWSE NOTED. )8321339N 95AT512JIXf 4. PROPOSED SLOPES SHALL NOT EXCEED 61 5.PROPOSED RETAINING WALLS, FREESTANDING WALLS. OR COMBINATION OF WAU. TYPES GREATER MAN 4' IN ROCHE SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING W ENGINEER. ALL DESIGN GRAMMES WALL BE SUBMITTED REVIEW AN APPR V D R D 0 AL PRIOR i0 N T CC SRUL ON. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRACE STAKES THROUGHOUT ME DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. ME CONTRACTOR SHALL ALM BE RESPONSIBLE FDA A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO ME ENGINEER/LANOSCAPE ARCHITECT PRIOR TO TOP -SOIL AND SODDING ACTMTIES. ' SAW EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS. ME CONTRACTION SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF ME SEE TO I AN AREA SELECTED BY ME CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO ME SITE. & EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON ME SEE. ME CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RETREADING ON ME SIZE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN T- EMBANKMENT AREAS, OUTSDE OF BUILDING PADS. ROADWAYS AND PARKING AREAS. ME CONTRACTOR SHALL 9JBWT CUT AREAS, r„ /r WERE TIRE IS TO BE ESTABLISHED, TO A DEPTH W 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABUSHED ED A MINIMUM DEPTH OF 4 INCHES. SIDNISHEO GRAOINC SHALL BE COMPLETED, ME CONTRACTOR SHALL UNIFORMLY GRADE AREAS MOND UNITS OF GRADING, INCLUDING r ' \l ADJACENT TRANSITION AREAS. MOVES A SMOOTH FI I H ED SURFACE WMIN TOLERANCES, UNIFORM LEVELS OR SLOPES PANTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH ANDEXID RE V GRAND FROM SUBSEQUENT CONSTRUCTED OPERATORS, TRAFFIC AND PRISON REPAIR ALL AREAS THAI HAVE BECOME SHALL BE TRADED A. BECOME RUTTED BY TRAFFIC OR ERWED WADER OR HAS SR E CORK RACE. ME BELOW ME CORRECT GRACE. ALL AREAS DISTURBED ST Si OPERATIONS SHALL BE RESTORED TO EQUAL OR B MAN ORIGINAL CONDITION CR TO THE REQUIREMENTS OF ME UI TS F I<�^ NfW WJRK. NEW \ 1 F> I& TOLERANCES I\ 10.1. ME BUILDING SUBGRAOE FINISHED SURFACE ELEVATOR SHALL NOT VARY BY MORE MAN 0.30 FRET MOW. OR 030 FOOT BLOW, ME PRESCRIBED ELEVATOR AT ANY POINT WHERE MEASUREMENT IS MAX. 10.2. THE STREET tr: l M OR P ARK IN G AREA 6UBGRPDE FINISHED SURFACE ELEVATION SHALL NOT VARY By MORE MAN 0.05 FOOT ABpyE, OR FOOT BELOR, THE ELEVATION OF ANY POINT WHERE MEASUREMENT IS MACE. V ARE RECEIVE TOPSOIL OIL GUAM 10.3. AREAS WIRE ARE TO RECEIVE TOPSOIL SHALL BE GRADED i0 WMIN 0.30 FOOT ABOVE OR BELOW ME REWIRED ELEVATION, UNLESS SHALL B O GRADED T BY US ENGINEER. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF ME SPEGFlEO THICKNESS UT104. U`, 11. MAINTENANCE 6.5'PONDIN& ` 11 .1. ME CONTRACTOR SHALL PROTECT NEWLY WADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF RASH AND Typ: EUFFERT'YP yti DEBRIS SHALL REPAIR AND REESTABLISH BRAVES SETTLED. ERODED 11.2. DURING AND RUTTED AREAS TO SPECIFIED I fi BE ESES. DURING ME CONSTRUCTION. M E IF REWIRED, AND DURING ME WARRANTY PERIW. ERODED nREAS WHERE TIRE IS i0 BE ESTABUSHED 'A ` SEEDED MULCHED. 11.3. WHERE COMPLETED COMPACTED A EAS PRE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR V, Q \\ ADVERSE KAMER, LNRACTOR SHALL SCARIFY. SURFACE, RESHAPE. AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. W e D, Ln I Z FIELD GRADE TO DRAIN O M LY Z DIRECT To I TYPICAL LOT NOTATION: tj INFILTRATION AREAS 6 BLOCKNO. = W a Y AVOID TREES WHERE i STRUCTURE LABEL, TYP. N PQQ5555ISLE MINIMIZE DISTURBANCE TYP. CITY CURB 1000 L STATION W Z . r A (\/ UTILITYSTRUCTURE. Y Z 1f (Si UTILITY LINE, NP. (SAN., WATERMNI � r = FINISHED i GRACE MH UTILITY SERVICES LINES, TYP. W w CONC. WALK 6 +00 n e Q u r t L!J W w 0 Z uf 't FRONT UTILITY EASEMENT ROAD NAME LL 5E6MENTAL RETAINING WALL, TYP. PER MARM % 4 M` _ _ 2.'3 U O O DO Z Q N LL F y SPECIFICATIONS �i SUGGESTED DRIVEWAY _ oo 1 FINISHED ELEV. LOT CORNER W LOCATION F96c III LOT LINE Ix < �^ DRIVEWAY SLOPE 1 'rn I I GARAGE 935.50 ITBUILDINGFRONT PAp U N , I FLOOR ELEV. o g,:9W4.50 SETBACK W D N �I I LrUI P:935.00 SIDE UTILITY EASEMENT LJM•1 m O LOWEST FLOOR ELEV. LOT DIMENSIONS Lo WMyW W TOP OF BLOCK ELEV. 3)2 3 BUILDING PAD M RECOMMENDED HOUSE TYPE RFAR PAR FI FV I i r y �. I CBINLETJ PROTECTION - TY `. �Go" 1H °1I (33 V - 31016) 2 WO 873.50 865XX 7.40% 881.00 881.50 873.50 XX 3 4 5 6 LO LO WO WO 871.00 870.50 870.00 868.00 865XX 865XX 865XX 865XX 4.30% 5.90% 7.50% 7.40% 878.50 878.00 877.50 875.50 874.00 873.50 879.00 878.50 878.00 876.00 874.00 873.50 870.00 868.00 XX XX XX XX BURRING REAR SETBACK REAR UTILITY EASEMENT PROPOSED CONTOURS EXIST. CONTOURS / EXISTING UTILITY QUALITY LEVEL NOTE -- ME SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UNUTY QUALITY LEVEL -C-. MIS UTILITY Mi LEVEL WAS DETERMINED ACCORDING TO ME GUIDEUNES OF CI /ASCE W -02, ENTIRE) 'STANDARD GUIDELINES FDA ME COLLECTION MD DEPICTION OF EMSTING SUBSURFACE UTILITY DATA- GRADING LEGEND: F L ® PROP. 15" MAINT. ACCESS EASEMENT I, T --- - - - - -- SILT FENCE - SEE SWEEP -- 932 - - - - -- EX. 2' CONTOUR ELEVATION INTERVAL -419 PROPOSED 2' CONTOUR ELEVATION INTERVAL 11O SPOT GRADE ELEVATION (GUTTER /FLOW UNE -/° UNLESS OTHERWISE NOTED) 422.08C / 422PYC SPOT GRADE ELEVATION BACK OF CURB (TOP OF CURB) 422OTW SPOT GRADE ELEVATION TOP OF WALL 422.08. SPOT GRADE ELEVATION BOTTOM OF WALL EOI EMERGENCY OVERFLOW HI SOIL BORING LOCATION ______ CURB AND GUTTER (TO = TIP OUT) TP EXISTING SANITARY SEWER » - - - -- EXISTING STORM SEWER - -- EXISTING WATER MAIN -cc- EXISTING GAS MAIN -E E- EXISTING UNDERGROUND ELECTRIC -c c- EXISTING UNDERGROUND CABLE TYP w rc a 1 HEREBY CERTIFY THAT THIS PIA., SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDERTHEIAWSOFTHESTATEOF MINNESOTA With. R. Pavok DAYS 11W13 UCEns[NO. 44283 ISSUEISUBMITTAL SUMMARY Q EXISTING MANHOLE - - ❑ EXISTING CATCH BASIN .. o Y EXISTING HYDRANT ...... ... ...... o EXISTING STOPBOX N EXISTING GATE VALVE REVISION SUMMARY M EXISTING ELECTRIC BOX DATE I DESCRIPTION - -KF EXISTING LIGHT - - 0 EXISTING GAS METER -.- B EXISTING GAS VALVE GRADING, DRAINAGE & EROSION CONTROL N PLAN C3.0 I S'4Y 0 30W vv II A .- yf7 ��h7 y 3 i t 4 5 l ] j. I� I I 2 II 1 II II I _ I I I y I �I II II II 11 I 1 I_I I II II II� III II I! II y i 10 , I I I I I I I �� ^' ,:ul I Illj VIII II II II II I,I I II 1 1.01 I III IIII ill I li I II II 011;lll� C K�I �Inj ,I i Ii III I II II 11 II II /I I II I ;Ilil I I II II II II I I I j I l l i l V I I I I I I I 1 1 11 1 1 1 I I IIII I 1 "��� 11 II I� III III IIIIII IIII IIII I EX. 4' SAN E %. 4' 5AN EX. 4" FA/6 SAN I I EX. 4' 5AN EX. 4' SAN � EX. 4' SAN SAN 51U5 IE = Bbb.O I SAN 57,11 IE = 666.0 SAN STUB IE = 665.7 SAN STUB IE =664.1 SAN STUB IE =062.7 SAN 57,8 BE = 660.9 I EX T WATER II E% I" WATER ....1 EX I' WATER L... EX I" WATER E% I" WATER EX I" WATER ... � I � I III � I III IIII I II 11 I YYE 5 11 141 I c 6�n. >.w, �. — =— REPLALE EXIST. OB ND' ._ X .0 H ECCITY ER I \ ( .S, Two) INFER PRIG _ _ _ _ L .. T — — _ To LJI J I` 3.. aC_r �Q . - •• I ,,,,,., x. J I:. >., ..,a_,,. ,Dam I -J I NR I\\\ l 3� J� �e rl � (O u^ h7, o7, R =ee .SUM gml g..7, WITH DRIVE OVER COORDINATE WITH P5TRXTTON— —� \ >, H C . ....DDS) GENERAL UTILITY NOTES: I. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT AND GENERAL CONSTRUCTION NOTES 2. CONTRACTOR SHALL FIELD VMFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTOR. ME CONTRACTOR SHALL IMMEDIATELY NOTIFY ME ENGINEER OF DISCREPANCIES OR VARIATIONS FROM 17,E PLANS 3 ME CONTRACTOR IS SPECIDCALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES MD. WHERE POSSIBLE, MEASUREMENTS TAKEN IN TIE FIELD ME INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ME CONTRACTOR MUST CALL ME APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTUTIES. IT SHAH BE ME RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MUCH CONFLICT WITH ME PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ME LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY ME CONTRACTOR, BY CA11NG GOPHER STATE ONE CALL. ME CONTRACTOR SHALL REPAIR OR REPLACE ANY UTIUTES THAT ARE DAMAGED WRING CONSTRUCTION AT NO COST TO THE OWNER. 4. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR ME PURPOSE OF FUJI UNSTABLE OR UNSUITABLE SOILS SMALL BE COMPLETED AS REWIRED BY ME SOILS ENGINEER. ME UTILITY BACKFILL CONSTRUDMON SHALL COMPLY W1TI TIE REQUIREMENTS OF ME SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS MM ME SOILS ENGINEER. 5. UTILITY INSTALLATION SHALL CONFORM TO ME CURRENT COTTON OF 'STANDARD SPECIFICATIONS FOR WATER MAN AND SERVICE LINE INSTALLATION' AND 'SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY ME Utt MONEERS ASSWATION OF MINNESOTA (CEAV). AND SHALL CONFORM WITH ME REQUIREMENTS BE ME Cltt AND ME PROJECT SPECIFICATIONS. 6. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. ]. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE Wt M, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO ME CITY UNLESS DULY AUTHORIZED TO 00 SO BY ME ON ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED UNSCHEDULED ED LED OR U SC FOULED DISRUPTIONS OF SERVICE 10 ERE PUBLIC ARE ME LIABILITY ON ME CONTRACTOR 8. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED N PLACED AT ME DIRECTION OF ME OWNER 9. ALL MAMMALS SHALL BE AS SPECIFIED IN MAIM SPECFICATIONS EXCEPT AS MODIFIED HEREIN. 10, ALL MAMMALS SHALL COMPLY WM ME REQUIREMENTS OF ME CITY 11, ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS OTHERWISE NOTED, 12, ALL SANITARY SEVER SHALL BE POLYMNY. CHLORIDE (PVC) UNLESS OTHERWISE NOTED. 13. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) OR HIGH DENSITY POLYETHYLENE MDPE) UNLESS OMERWSE NOTED. 14. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES. CATCHBASINS, OR OMER STRUCTURES. 15. PIPE LENDERS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED ENO SECTION. 16 UTILITIES ON THE PLAN ARE SHOWN TO VATHIN 5 OF THE BUILDING FOOTPRINT. ME CONTRACTOR IS ULTIMATELY RESPONSIBLE F RN �N OR M E AL COY ECTW i0 BUILDING ONES. CCCRDINAIE MM ARCHITECTURAL AND MECHANICAL PLANS. 17. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPEO 0.04 FEET. ALL CATCH BASINS IN WHERE SHALL BE SUNPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT CLEARED ELEVATORS. 18. A MINIMUM OF 8 FEET ON COVER IS REQUIRED OVER ALL IMTERMAIN, UNLESS OMERWSE HOMO. EXTRA MEN MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION 70 SANITARY OR STORM SEWER ONES. EXTRA DEPTH WATERMAN IS INCIDENTAL. 19, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 EMT OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL WATERMAIN. STORM SEWER AND SANITARY SEWER PIPES, UNLESS OMERMSE NOTED. 20. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE MM Ott STANDARDS AND COOPERATED W1M ME CITY PRIOR TO CONSTRUCTION. 21. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE- DRILLED. 22. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS `MM ME MECHANICAL DRAVANGS 21 COORDNATE INSTALLATION AND SCHEDUUNG OF ME INSTALLATION OF UTLMES WM ADJACENT CONTRACTORS AND Cltt STAFF. 24. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER ME REQUIREMENTS OF THE CITY.. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY TIE CONTRACTOR AND SHALL BE ESTABLISHED PER ME REQUIREMENTS OF ME MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND ME CITY MIS SHALL INCLUDE BUT NOT BE UMITED TO SCHEME. BARRICADES, RASHERS, AND FLAGGFRS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WMCUT APPROVAL BY ME CITY 25. ALL STRUCTURES PUBLIC AND PRIVATE. V lE, SHALL BE ADJUSTED RU PROPOSED SPACES RESET NH[RC REWIRED. US REQUIREMENTS OF ALL OWNERS MUST BE COMPLEX OADIN MM. STRUCTURES BEING RESET TO PANED AREAS uU21 MEET DINERS REQUIREMENTS FOR TRAFFIC LOADING. 26. CONTRACTOR STALL COORDINATE ALL WORK YAM PRIVATE UTILITY COMPANIES 2]. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTERI COORDINATE ME INSTALLATION OF IRWGARW SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES, 28 CONTRACTOR SHALL MANTAN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. CITY OF ANDOVER UTILITY NOTES: I. ALL LOTS SHALL BE SERVCO BY EXISTING UTILITY SERVICES STUBS 2. CONNECTIONS TO EXISTING UTILITY SERVICES BY BUILDER PER Cltt STANDARDS EXISTING UTILITY QUALITY LEVEL NOTE: ME SUBSURFACE UTILITY INFORMATION IN MIS PLAN IS UTILITY OUAUTY LEVEL "C' MIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO ME GUIDELINES OF CI /ASCE 38 -02, MERGE 'STANDARD GUIDELINES FOR ME COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA- UTILITY LEGEND: 0 PROPOSED MANHOLE STORM ■ PROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORM PROPOSED CATE VALVE PROPOSED FIRE HYDRANT YO Q PROPOSED MANHOLE SANITARY PROPOSED SIGN X PROPOSED SANITARY SEWER » PROPOSED STORM SEWER PROPOSED WATER MAIN > EXISTING SANITARY SEWER - - -» EXISTING STORM SEWER —' —'— EXISTING WATER MAIN -� —C— EXISTING GAS MAIN —E --E-- EXISTING UNDERGROUND ELECTRIC - -c C -- EXISTING UNDERGROUND CABLE O EXISTING MANHOLE X EXISTING ELECTRIC BOX ❑ EXISTING CATCH BASIN D,- EXISTING LIGHT EXISTING HYDRANT 0 EXISTING GAS METER O EXISTING STOPBOX B EXISTING GAS VALVE H EXISTING GATE VALVE N 15'L® c0 UrNte W. 401 ® ES P ST. MAJ95iA ST. SURE 410 Si.LWIS PARK. MINE SSftB CiM1811aQwP�R FNHIPauek Pat Barra 76121J3MC 9528512003 (/i I. J I. W o IV > /n M ARE 0 W a Y Z Mi W a' Z W LU � Y o V a 0 a Lu A Z Q N W O N m L0 m W rc 6 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY W OR UNDER MY DIRECT 8UPERV ISION PNO THAT AM q DULY LICENSED PROFEBSIBNAL ENGINEER UNDER ME LAWS OF THE STATE OF MINNESOTA. Ma ew R. PaVik OATH: 111&18 ucexsen0. 44288 ISSLIUSUBMITTAL SUMMARY REVISION SUMMARY DATE DESGRIPTION UTILITY PLAN C4.0 1� ^ems 00 v i i L L 1L / _..._ O O w w ..._ -. L I soy °�LSS f': I C 0 / /f/ I I ( / / , / I ... •et i N i 1 . .F.a•O I oc .•, I I el . 'TS ,IT I I'I'I 1 151 51 �. — =— REPLALE EXIST. OB ND' ._ X .0 H ECCITY ER I \ ( .S, Two) INFER PRIG _ _ _ _ L .. T — — _ To LJI J I` 3.. aC_r �Q . - •• I ,,,,,., x. J I:. >., ..,a_,,. ,Dam I -J I NR I\\\ l 3� J� �e rl � (O u^ h7, o7, R =ee .SUM gml g..7, WITH DRIVE OVER COORDINATE WITH P5TRXTTON— —� \ >, H C . ....DDS) GENERAL UTILITY NOTES: I. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT AND GENERAL CONSTRUCTION NOTES 2. CONTRACTOR SHALL FIELD VMFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTOR. ME CONTRACTOR SHALL IMMEDIATELY NOTIFY ME ENGINEER OF DISCREPANCIES OR VARIATIONS FROM 17,E PLANS 3 ME CONTRACTOR IS SPECIDCALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES MD. WHERE POSSIBLE, MEASUREMENTS TAKEN IN TIE FIELD ME INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ME CONTRACTOR MUST CALL ME APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTUTIES. IT SHAH BE ME RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MUCH CONFLICT WITH ME PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ME LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY ME CONTRACTOR, BY CA11NG GOPHER STATE ONE CALL. ME CONTRACTOR SHALL REPAIR OR REPLACE ANY UTIUTES THAT ARE DAMAGED WRING CONSTRUCTION AT NO COST TO THE OWNER. 4. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR ME PURPOSE OF FUJI UNSTABLE OR UNSUITABLE SOILS SMALL BE COMPLETED AS REWIRED BY ME SOILS ENGINEER. ME UTILITY BACKFILL CONSTRUDMON SHALL COMPLY W1TI TIE REQUIREMENTS OF ME SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS MM ME SOILS ENGINEER. 5. UTILITY INSTALLATION SHALL CONFORM TO ME CURRENT COTTON OF 'STANDARD SPECIFICATIONS FOR WATER MAN AND SERVICE LINE INSTALLATION' AND 'SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY ME Utt MONEERS ASSWATION OF MINNESOTA (CEAV). AND SHALL CONFORM WITH ME REQUIREMENTS BE ME Cltt AND ME PROJECT SPECIFICATIONS. 6. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. ]. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE Wt M, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO ME CITY UNLESS DULY AUTHORIZED TO 00 SO BY ME ON ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED UNSCHEDULED ED LED OR U SC FOULED DISRUPTIONS OF SERVICE 10 ERE PUBLIC ARE ME LIABILITY ON ME CONTRACTOR 8. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED N PLACED AT ME DIRECTION OF ME OWNER 9. ALL MAMMALS SHALL BE AS SPECIFIED IN MAIM SPECFICATIONS EXCEPT AS MODIFIED HEREIN. 10, ALL MAMMALS SHALL COMPLY WM ME REQUIREMENTS OF ME CITY 11, ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS OTHERWISE NOTED, 12, ALL SANITARY SEVER SHALL BE POLYMNY. CHLORIDE (PVC) UNLESS OTHERWISE NOTED. 13. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) OR HIGH DENSITY POLYETHYLENE MDPE) UNLESS OMERWSE NOTED. 14. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES. CATCHBASINS, OR OMER STRUCTURES. 15. PIPE LENDERS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED ENO SECTION. 16 UTILITIES ON THE PLAN ARE SHOWN TO VATHIN 5 OF THE BUILDING FOOTPRINT. ME CONTRACTOR IS ULTIMATELY RESPONSIBLE F RN �N OR M E AL COY ECTW i0 BUILDING ONES. CCCRDINAIE MM ARCHITECTURAL AND MECHANICAL PLANS. 17. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPEO 0.04 FEET. ALL CATCH BASINS IN WHERE SHALL BE SUNPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT CLEARED ELEVATORS. 18. A MINIMUM OF 8 FEET ON COVER IS REQUIRED OVER ALL IMTERMAIN, UNLESS OMERWSE HOMO. EXTRA MEN MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION 70 SANITARY OR STORM SEWER ONES. EXTRA DEPTH WATERMAN IS INCIDENTAL. 19, A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 EMT OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL WATERMAIN. STORM SEWER AND SANITARY SEWER PIPES, UNLESS OMERMSE NOTED. 20. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE MM Ott STANDARDS AND COOPERATED W1M ME CITY PRIOR TO CONSTRUCTION. 21. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE- DRILLED. 22. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS `MM ME MECHANICAL DRAVANGS 21 COORDNATE INSTALLATION AND SCHEDUUNG OF ME INSTALLATION OF UTLMES WM ADJACENT CONTRACTORS AND Cltt STAFF. 24. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER ME REQUIREMENTS OF THE CITY.. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY TIE CONTRACTOR AND SHALL BE ESTABLISHED PER ME REQUIREMENTS OF ME MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND ME CITY MIS SHALL INCLUDE BUT NOT BE UMITED TO SCHEME. BARRICADES, RASHERS, AND FLAGGFRS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WMCUT APPROVAL BY ME CITY 25. ALL STRUCTURES PUBLIC AND PRIVATE. V lE, SHALL BE ADJUSTED RU PROPOSED SPACES RESET NH[RC REWIRED. US REQUIREMENTS OF ALL OWNERS MUST BE COMPLEX OADIN MM. STRUCTURES BEING RESET TO PANED AREAS uU21 MEET DINERS REQUIREMENTS FOR TRAFFIC LOADING. 26. CONTRACTOR STALL COORDINATE ALL WORK YAM PRIVATE UTILITY COMPANIES 2]. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTERI COORDINATE ME INSTALLATION OF IRWGARW SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES, 28 CONTRACTOR SHALL MANTAN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. CITY OF ANDOVER UTILITY NOTES: I. ALL LOTS SHALL BE SERVCO BY EXISTING UTILITY SERVICES STUBS 2. CONNECTIONS TO EXISTING UTILITY SERVICES BY BUILDER PER Cltt STANDARDS EXISTING UTILITY QUALITY LEVEL NOTE: ME SUBSURFACE UTILITY INFORMATION IN MIS PLAN IS UTILITY OUAUTY LEVEL "C' MIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO ME GUIDELINES OF CI /ASCE 38 -02, MERGE 'STANDARD GUIDELINES FOR ME COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA- UTILITY LEGEND: 0 PROPOSED MANHOLE STORM ■ PROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORM PROPOSED CATE VALVE PROPOSED FIRE HYDRANT YO Q PROPOSED MANHOLE SANITARY PROPOSED SIGN X PROPOSED SANITARY SEWER » PROPOSED STORM SEWER PROPOSED WATER MAIN > EXISTING SANITARY SEWER - - -» EXISTING STORM SEWER —' —'— EXISTING WATER MAIN -� —C— EXISTING GAS MAIN —E --E-- EXISTING UNDERGROUND ELECTRIC - -c C -- EXISTING UNDERGROUND CABLE O EXISTING MANHOLE X EXISTING ELECTRIC BOX ❑ EXISTING CATCH BASIN D,- EXISTING LIGHT EXISTING HYDRANT 0 EXISTING GAS METER O EXISTING STOPBOX B EXISTING GAS VALVE H EXISTING GATE VALVE N 15'L® c0 UrNte W. 401 ® ES P ST. MAJ95iA ST. SURE 410 Si.LWIS PARK. MINE SSftB CiM1811aQwP�R FNHIPauek Pat Barra 76121J3MC 9528512003 (/i I. J I. W o IV > /n M ARE 0 W a Y Z Mi W a' Z W LU � Y o V a 0 a Lu A Z Q N W O N m L0 m W rc 6 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY W OR UNDER MY DIRECT 8UPERV ISION PNO THAT AM q DULY LICENSED PROFEBSIBNAL ENGINEER UNDER ME LAWS OF THE STATE OF MINNESOTA. Ma ew R. PaVik OATH: 111&18 ucexsen0. 44288 ISSLIUSUBMITTAL SUMMARY REVISION SUMMARY DATE DESGRIPTION UTILITY PLAN C4.0 c0 UrNte W. 401 ® ES P ST. MAJ95iA ST. SURE 410 Si.LWIS PARK. MINE SSftB CiM1811aQwP�R FNHIPauek Pat Barra 76121J3MC 9528512003 (/i I. J I. W o IV > /n M ARE 0 W a Y Z Mi W a' Z W LU � Y o V a 0 a Lu A Z Q N W O N m L0 m W rc 6 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY W OR UNDER MY DIRECT 8UPERV ISION PNO THAT AM q DULY LICENSED PROFEBSIBNAL ENGINEER UNDER ME LAWS OF THE STATE OF MINNESOTA. Ma ew R. PaVik OATH: 111&18 ucexsen0. 44288 ISSLIUSUBMITTAL SUMMARY REVISION SUMMARY DATE DESGRIPTION UTILITY PLAN C4.0 W rc 6 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY W OR UNDER MY DIRECT 8UPERV ISION PNO THAT AM q DULY LICENSED PROFEBSIBNAL ENGINEER UNDER ME LAWS OF THE STATE OF MINNESOTA. Ma ew R. PaVik OATH: 111&18 ucexsen0. 44288 ISSLIUSUBMITTAL SUMMARY REVISION SUMMARY DATE DESGRIPTION UTILITY PLAN C4.0 I_. _.. r3 v N W 00 \' C ;\pOdl ,one A3 \\ SliW! , lot / HE ,N �; jj }111 OB INLET ,i 7- j 4 eI / "- — — — PROTECTION TM =. —' 2. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4831 W.33TH ST.SURE 2C0 ST. Lows PARK, MN SB4Aa J m Y I 3. CONTRACTOR 15 RESPONSIBLE FOR 5NPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDE5 Man Parek EM S. lo .ESSE T 213 9H 952 -2IXM Z Z us Y., I / (� j W D O LU ti N N M m r3 v N W 00 \' C ;\pOdl ,one A3 \\ SliW! , lot / HE ,N �; jj }111 OB INLET ,i 7- j 4 eI / r'. k� - -I— i -Q _ — _ — — — � � — — — _ _ — — _ -- I Uc) I - n J r "- — — — PROTECTION TM =. —' 2. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4831 W.33TH ST.SURE 2C0 ST. Lows PARK, MN SB4Aa J m Y I 3. CONTRACTOR 15 RESPONSIBLE FOR 5NPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDE5 Man Parek EM S. PERMIT. T 213 9H 952 -2IXM B W Z Z us f)0 F- Z W m Y a, U m / (� j W D O LU ti N N M m r'. k� - -I— i -Q _ — _ — — — � � — — — _ _ — — _ -- I Uc) I - n J r SWPPPNOTES: "- — — — PROTECTION TM =. —' SWPPPNOTES: (co I. SEE SHEET 05.1 ALL ER05ION CONTROL NOTE5, DESCRIPTIONS, AND PRAGTIGE5. ® m P 2. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4831 W.33TH ST.SURE 2C0 ST. Lows PARK, MN SB4Aa J m Y CInISIUKK.'. 3. CONTRACTOR 15 RESPONSIBLE FOR 5NPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDE5 Man Parek EM S. PERMIT. T 213 9H 952 -2IXM ANDOVER/ COON CREEK EROSION CONTROL NOTES: L RESERVED FOR 5PECIAL CONSTRUCTION NOTES EXISTING UTILITY QUALITY LEVEL NOTE: THE SUBSURFACE UnUTY 14FORMATON IN THIS PLAN IS UnUtt DUAUTY I£l2L'C' THIS UPUTY WAUTY LEVEL WAS DETERMINED ACCORDING TO THE OUIIDELNES OF CI /ASCE 39 -01, ENnRED "STANDARD WIDEUNES FOR THE COLLECPW+ AND DEPEnON OF EMSANG SUBSURFACE UAIITY DATA' - - - -- -932 -- - - - - -- EX. I' CONTOUR ELEVATION INTERVAL —932 I' CONTOUR ELEVATION INTERVAL 'K, EXISTING SPOT GRADE ELEVATION 9320 PROPOSED SPOT GRADE ELEVATION DRAINAGE ARRON ---------- - - - - -- SILT FENCE / GRADING LIMIT I - - -I INLET PROTECTION (WITH HIW ROW SYPA55/OVEFELO'N DEVICE) STABILIZED CONSTRUCTION ENTRANCE (� PROPOSED MANHOLE OR CATCH BASIN N PROPOSED GATE VALVE PROPOSED FIRE HYDRANT > PROPOSED SANITARY SEWER » PROPOSED STORM SEWER PROPOSED WATER MAIN > EXISTING SANITARY SEWER -- - - -» -- EXISTING STORM SEWER - -I —I— EXISTING WATER MAIN —c G— EXISTING GAS MAIN — E- --E' -- EXISTING UNDERGROUND ELECTRIC —c -c— EXISTING UNDERGROUND CABLE EXISTING MANHOLE m EXISTING ELECTRIC BOX ❑ EXISTING CATCH BASIN '?�' EXISTING LIGHT b EXISTING HYDRANT O EXISTING GAS METER o EXISTING STOPBOX e EXISTING GAS VALVE ® EXISTING GATE VALVE a 15' -0® N Lu Z 0 > /IJnn V o 1.6 0 fn Y W J m Y Q N Z Z Z U 4a H z g 2 W 13 B W Z Z us f)0 F- Z W m Y a, U m o Q (� j W D O LU ti N N M m I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WM PREPARED BY FE OR UNDER MY DIRECT SUPERVISION AND IHgT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER HA�E LAWS OF THE STATE OF MINNESOTA k Manllew R Pave re 1118113 H.1 ..E rv.. 44283 ISSUEISUBMITTAL SUMMARY REVISION SUMMARY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) (1 OF 2) C5.0 OF g 'W yq R ° yb pgpg� A� D SF jy� 8 d E e 6 S � �a y i Wa , g $ A a i H q H> AR R 3 �F p ST S A o �g a O � rZ 5 �u z Y b¢ h_ �4 xm A� 3 > K w A 3 F o i A '_ omy=� PROJECT #L� M �r 70' o m a�£F I` Z i N S g :g �O Zo ;! > ig 03 �3 W 3 13563 CROOKED LAKE BLVD. NW d �p pMT " ° E� NZN I D m yp .may ��"opo'�m D 0 0 D Z Z O W ii 2 2 .;0 0' m DO D W A Z OD m_V D m 2 �m rn � �'U n 3�O G) _ m� m Z U - N Hp WiF '0 =3a R O�i D A3�N - r me s ash 6a N a � °m N = 9 � o 0 ;z § m A bab 6A iia A- m J>p gm N p 6]N OO A tlW Nb ��g P T �dl D �e7� o s5s�g$gga8 D pp Fx 8 6e ° icy N Up pad s s 0 w 7g > p'£ °€ gs D > 8 > g s U � mpg � o � p y 3 � � o 1 y N rm YZAA -m G) ��i niO3 D N�Dr�i u`SD A Npp 3D U�Zm Ynz�Of D \n O A in 3 m n N � � y m m D N O o '_ omy=� PROJECT BENT CREEK SHORES �r < _ 7w m I` �o NoT< g :g �O Zo ( a =9 ; =sooan 13563 CROOKED LAKE BLVD. NW ° E� NZN I H no .may ��"opo'�m O �<� 15 �� >.om> ANDOVER, MINNESOTA; ®C� iTi1 I v ; aa$ "m ;t ""c BOULDER CONTRACTING LLC9 gza ge g�20 ��(mom �� ~� it � a r ° omW r <� ` 2322 171ST AVE NE, HAM LAKE, MN 55304 �� NOTES: CARRY I WIRE TRENCHSUPPORT NE 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC . a t 6- 1 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE �� SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. METAL POSTS 8' -0" 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO -4C. O.C. MAX. /7N CURB INLET FILTER %1 SEDIMENT FENCE NTS NTS 30' FROM EDGE OF ROAD OVERFLOW IS ) OF ME CURB BOX HEIGHT 35' R OVERFLOW AT TOP OF FILTER ASSEMBLY - EXISTING CURB, PLATE, BOX. 0 0 FILTER FABRIC WITH WIRE SUPPORT AND GRATE NET AS SPECIFIED. METAL POST AS O CONSTRUCno SPECIFIED. t SUPPORT NET 12 GAUGE 4' x 4" WIRE HOOKED ONTO FILLER FABRIC AS SPECIFIED SECURE / TO WIRE SUPPORT NET WITH METAL PREFORMED CHANNELS ON i/ CLIPS 12 "O.C. POSTS AS SPECIFIED. FILTER ASSEMBLY DIAMETER, ANCHOR FABRIC WITH 5" ON -GRADE 10" AT LOW EXISTING GROUND SOIL, TAMP BACKFILL POINT SURFACE DIRECTION OF FLOW HIGH -FLOW FABRIC NOTES: CARRY I WIRE TRENCHSUPPORT NE 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC . a t 6- 1 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE �� SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. METAL POSTS 8' -0" 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO -4C. O.C. MAX. /7N CURB INLET FILTER %1 SEDIMENT FENCE NTS NTS 30' FROM EDGE OF ROAD - TO FRONT SPEED BUMP 35' R 3 0 0 Of O CONSTRUCno TO w m AREA 1�- I 35' R TO CONSTRUCTION AREA 6' MIN CRUSHED STONE 1~/I x w 75' MINIMUM EXISTING UNDISTURBED ILTER a rvlCx, 18' mDf O iiiii tft PROFILE NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABIUZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY, 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWNG OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED. DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1 -112' DIA. CLOSE GRADED, AND IN ACCORDANCE TO INGOT SECTION 2118. �STABILIZED CONSTRUCTION ACCESS TUTS EXISTING GROUND SURFACE FABRIC AS SPECIFIED :R AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2' OF DIRT OR COMPOST TO EMBED ROLL. DIRECTION OF FLOW WOODEN STAKES 1 /2'X2'XI6" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS NOTE: BEHIND AND ON TOP AT MIN. 10' O.C. 1. COMPOST FILTER LOGS (BID ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30 % -40% GRADE 2 (SPEC 3890) AND 60 % -70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE CEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8 ". 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. SEDIMENT BIO -ROLL / COMPOST FILTER LOG 11A NTS s � h CI sl ea• uix. 3d uAX �I a MIN mLCwNEIRG , wlTl- FAMLY) caG PLAN FJ]STNG JUNT 1 CQflRACpw Jaw MANSON JOINT (B' -10' SPACING) CURB SECTION AT DRIVEWAY -rR y. y (°T 8618 CURB SECTION CURB CUT CONSTRUCTION 518 cg�RSgge a ITS ® u rw 4XU W. STH ST.SUITE2W ST. LWISPARK.MN 55416 Gr11SikGlaq.wm 763 P21 M PeiS2003 ]8321S394i 852- 2532[W X LENGTH RIPRAP OUTLET MATERIAL : SEE LANDSCAPE PLAN ' 11 MAX. STOP CR033 $FC11 Q44 co) I_ Q J o ...0. O m Z Z I.. Pt TYPICAL PLAN VIEW = LL, H_ U Y N Y Lu g Y Z Z L PLANT MATERIAL: SEE LANDSCAPE PUN 2 R-- _ SEE GRADING PUN FOR DEPTH 3H:1L MAX. W in W Z LL LLf Y oo _ }I AOJACENTGRADE 24" / : r Ry w UNDISTURBED, UNCOMPACTED INSITU SOIL ._j LPL♦ N W U N SHREDDED WOOD MULCH IN BASIN ( J 3'i'OEPTHI ^ N MIN. PLANTING MEDIUM DEPTH 24'WITH WELL M •O•/ BLENDED MIXTURE (BY VOLUME): Im 0 70% HOMOGENOUS DT 2 30% ORGNP,M OGRADE TYPICAL SECTION VIEW M CONSTRUCTION SEQUENCING V w 1. INSTALL SILT FENCE AND /OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT O SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. a 2. ALL DOWNGRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADI ENT LAND DISTURBING ACTIVITY BEGINS. I HEREBY GENTIFY THAT THIS PLAN. 3, PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. SPECIFICATION, OR REPORT WAS 4. I NSTALL UTILITIES (WATER. SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY OF ROUGH GR,NTIONDEVICE. LICENSED PROPESSIONAL ENGINEER 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE UNDER THE LAWS 01TIIESTATE OF MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. MINNESOTA 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE. & CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES. Matthew R Pawk 10. PLANT AND MULCH MORETENTION DEVICE. GATE 118113 UGFNSENO. 44203 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. ISSUE/SUBMITTAL SUMMARY GENERAL NOTES DATE DESCRIPTION 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS 12A4,/13GDY{UMMENTS.. MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. J /14Ct4 SHEDSRELOCATEp 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOWCOMPACTION EARTH - MOVING EQUIPMENT - " " - " "' ........ ....... ' TO PREVENT COMPACTION OF UNDERLYING SOILS. __.......: - .... ....... ._ ............. L SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. - - - "' � I - RETENTION, INFILTRATION, FILTRATION (RAIN GARDEN - TYP.) .... .................. _... . NTS REVISION SUMMARY DATE I DESCRIPTION DETAILS C6.0 9 g,56,y �� 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV To: Mayor & City Council CC: Jim Dickinson, City Administrator David D. Berkowitz, Director of Pu is Works /City Engineer+ b From: Todd J. Haas, Assistant Public Works Director Subject: Consider Naming of 40 Acre Sports Complex/3535 —161St Avenue NW /12 -31, Cont. - Engineering Date: January 21, 2014 INTRODUCTION The City Council is requested to approve the naming of the 40 Acre Sports Complex. DISCUSSION This item is a continuation from the November 19'h,2013 City Council meeting. Below is a list of park or facility names that have been submitted or suggested that was sent to the Park and Recreation Commission to consider: • The Andover Tulip Fields • The Fields at Tulip Street • Andover's Tulip Fields • Farmer's Park • Legacy Pines Park • Oak Run Sports Complex • River Run Sports Complex • River's Edge Fields • Green Acres Sports Complex • River Ridge Sports Complex • Sundance Sports Fields • Peace Park (or Peace Park Sports Complex) • Bottlebrush Park (or Bottlebrush Park Sports Complex) • Indigo Park (or Indigo Sports Complex) • Husky Park (or Husky Park Sports Complex) • Challenger Park (or Challenger Park Sports Complex) • Thistlewood Park (or Thistlewood Park Sports Complex) • Bennett Fields • Scott Ledoux Sports Facility (or Scott Ledoux Memorial Sports Facility) • Bennett Park • Javelin Park (or Javelin Sports Center) • Royce Bennett Field (or Bennett Field) • Andover Memorial Park • Andover Veterans Memorial Park Mayor and City Council January 21, 2014 Page 2 of 2 • Grow Town Park • Knight Field • Bennett Fields Park • Towering Pines Park • Tulip Fields • Husky Pride Sports Park • Peoples Park • Savannah Oaks • Tall Timbers Fields • Friendship Fields • Community Pride Park and Fields • Adrenaline Acres • Bennett's Fields • Pine Ridge Sports Complex or Park The Park and Recreation Commission have discussed the naming at their meeting on November 7, 2013. The Commission is recommending the Sports Complex be named Pine Hills North since Pine Hills Park is already across the street on the south side 161St Avenue NW. The Commission suggested the name since a number of residents are already familiar with the Pine Hills Park and would be easier for individuals to find the new Sports Complex. If the City Council approves Pine Hills North, it is recommended that the Pine Hills Park on the south side of 161St Avenue NW be renamed to Pine Hills South Park. The other two names that were discussed in no particular order were Oak Run Sports Complex and Pine Ridge Sports Complex. Note: There was some discussion about the history of the Bennett property but the Commission mentioned it may be appropriate to name one of the fields after the Bennett's at a later date. ACTION REQUESTED The City Council is requested to approve the naming of the 40 Acre Sports Complex as Pine Hills North as recommended by the Park and Recreation Commission. Respectfully submitted, Todd J. Haas Cc: Ted Butler, Park and Recreation Commission Chair Attachments: Map`s 40 Acre Athletic Complex City of Andover, MN Footbridge over ditch New Wet /an Demonstration Area Rf I` i (l-"n I 161sT I Master Plan Prair a G►as's Damnncfrafinn Area J L .� Ptcni� E F d l-_ C AB I I J�, r I I P r! b e estrooms 182 Tot 1 P rking Stalls with ca acity to dd 24 m r if n eded in the, future iL 0 ISO, 3w Graphic Scale UC I T Y 0 ^ NDOVE 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FROM: Jim Dickinson, City Administrator SUBJECT: Schedule February Council Workshop DATE: January 21, 2014 INTRODUCTION The Council is requested to schedule a Council Workshop for the month of February for a number of miscellaneous business items. DISCUSSION Potential agenda items for a general February workshop have been identified as follows: 1. Review Woodland Creek Golf Course Proposal 2. Discuss No Parking in Woodland Estates Development 3. Departmental Focus — Public Works 4. 2014 Budget /Levy Development Discussion 5. 2013 General Fund Budget Progress Report 6. January 2014 City Investments Review 7. Other Topics Other items may be added upon Council request or operational need. ACTION REQUIRED Schedule a Council workshop a suggested date is February 25th at 6:00 pm or another date and time acceptable to the Council. submitted, C Dickinson 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: Mayor and City Council CC: Jim Dickinson, City Administrator FROM: Michelle Hartner, Deputy City Clerk SUBJECT: Schedule 2014 Local Board of Appeal & Equalization DATE: January 21, 2014 INTRODUCTION The Council is requested to select potential dates for holding the 2014 Local Board of Appeal & Equalization. DISCUSSION It is again time to schedule the Local Board of Appeal and Equalization dates. The Anoka County Assessor has indicated they will make every attempt to accommodate City Council/Board of Review dates of choice, but please keep in mind they are scheduling 21 meetings and will need to avoid conflicts for those assessors that will need to attend multiple meetings. The dates for the meeting must fall between April 14, 2014 and May 9, 2014. April 24`h is not available within that date range. The Council is requested to select two potential dates of choice to submit to the County Assessor. ACTION REQUIRED The City Council is requested to select potential dates for holding the 2014 Local Board of Appeal & Equalization. f Respectfully submitted, im yN Michelle Hartner Deputy City Clerk Attachment: Calendar 14. April 2014 Sun Mon Tue Wed Thu Fri Sat XCouncjee x Park & c. eeting XX XxP &Z M ting Open cce eting XXX 14 15 Council Meeting 16 17 Park & Rec. Meeting 18 19 ,><1% 20 21 22 23 25 26 27 28 29 30 Sun Mon May 2014 Tue Wed Thu Fri Sat 1 Park & Rec. Meeting 2 3 4 S 6 Council Meeting 7 8 9 P &Z eting Open cce M ing Park & c. eting 6 :Council X>< I XX ><X--X'><><X>< k C I T Y 0 F " 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.CI.ANDOVER.MN.US TO: FROM: SUBJECT DATE: Mayor and Councilmembers Jim Dickinson, City Administrator Administrator's Report January 21, 2014 The City Administrator and Department Heads present will provide a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: 1. Administration & City Department Activities 2. Update on Development/CIP Projects 3. Legislative Topics/Update 4. Meeting reminders Upon receipt of the meeting packet, if a member of the Council would like an update on a particular item, please notify me so an adequate update can be made. I Afully submitted, Dickinson 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755 -5100 FAX (763) 755 -8923 • WWW.ANDOVERMN.GOV TO: Mayor & Council Members FROM: Jim Dickinson, City Administrator SUBJECT: Supplemental Agenda Item for January 21, 2014 City Council Workshop DATE: January 21, 2014 The City Council is requested to receive the following supplemental information. Discussion Items\ Item #10 Anoka County Sheriffs Office Monthly Report (Supplemental) — Sheriff submitted, JIM City CITY OF ANDOVER lo. D DECEMBER 2013 ITEM December 13f =November,l3 tt� �YTD 2013 D2012 Radio Calls * 740 768 9,640 9,915 Incident Reports 719 728 9,677 8,650 Burglaries 4 6 64 95 Thefts 47 40 486 474 Crim Sex Conduct 2 4 13 14 Assault 3 1 38 42 Damage to Property 13 7 137 221 Harass Comm 3 4 62 72 Felony Arrests 3 2 62 56 Gross Misd Arrests 2 0 20 17 Misd Arrests 24 16 300 251 DUI Arrests 4 5 49 73 Domestic Arrests 2 3 48 49 Warrant Arrests 6 7 102 51 Traffic Arrests 219 181 2,480 2,202 * Total Radio Calls for the month and YTD are the sum from City of Andover and Community Service Officer pages. DUI OFFENSES: DAY OF WEEK: I Sunday Monday Tuesday Wednesday Thursday Friday Saturday ITIME: 19:32 01:39 21:38 20 :47 CITY OF ANDOVER — COMMUNITY SERVICE OFFICERS DECEMBER 2013 � ITEM }ry, L December :1.3�N�ovemnb�err 13 na IS D 2013 �'�'- ,•',i. �qy YTD 2U12 „� F� Radio Calls 105 99 1,019 1,048 Incident Reports 98 90 911 1,114 Accident Assist 22 10 92 61 Vehicle Lock Out 10 19 178 224 Extra Patrol 39 63 1,911 2,533 House Check 0 0 1 14 Business Check 1 0 9 10 Animal Complaints 14 18 253 362 Traffic Assist 4 5 67 103 Aids: Agency 15 19 263 764 Aids: Public 48 43 479 544 Paper Service 0 0 0 0 Inspections 0 0 0 2 Ordinance Violations 3 4 50 21