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HomeMy WebLinkAbout06/14/2004 Council Packet• AMENDED AGENDA CITY OF LINO LAKES Monday, June 14, 2004 Council Chambers 5:30 p.m. Liquor Violations Hearing City Council meeting 6:30 p.m. (Scheduled to be broadcast on Channel 16) Open Mike - Call to Order and Roll Call Pledge of Allegiance Setting the Agenda: Addition or deletion of agenda items State of the City Address, Mayor Bergeson • 1. Consent Agenda - • A) Consideration of Expenditures: i) June 14, 2004 (Check No. 71064 through 71234 in the amount of $637,247.37). Pg. 4 -19 ii) Centennial Fire District (Check No. 14271 through 14315 in the amount of $42,292.59). Pg. 20 B) Consider Resolution 04 -85, Approving Application for Temporary 3.2 Percent Malt Liquor License, Approving Application for a Cabaret License and an Exemption for Lawful Gambling Permit for August Festival, St. Joseph Catholic Church. Pg. 21 -22 2. Finance Department Report, Al Rolek A) None. 3. Administration Department Report, Dan Tesch A) 2004 -2005 Council Goals, Gordon Heitke Pg. 23 -31 AMENDED AGENDA B) Consider Authorizing Action Pursuant to Annual Liquor License Compliance Checks, Following Violation Hearing, Ann Blair i. Resolution No. 04 -86, Finding Violation and Assigning Penalty, Miller's on Main ii. Resolution No. 04 -87, Finding Violation and Assigning Penalty,American Legion iii. Resolution No. 04 -88, Finding Violation and Assigning Penalty, the VFW iv. Resolution No. 04 -89, Finding Violation and Assigning Penalty, the Oasis Market Pg. 32 -38E 4. Public Safety Department Report, Dave Pecchia A) None. 5. Public Services Department Report, Rick DeGardner A) Consider Second Reading of Ordinance 14 -04, Amending City Code to Include Water Sprinkling Ban, Rick DeGardner Pg. 39 -43 6. Community Development Department Report, Michael Grochala • A) Resolution No. 04 -77 Approving Economic Development Advisory Committee Action Plan, Mary Divine Pg. 44 -61 • B) Resolution No. 04 -78, Supporting Application for Metropolitan Council Livable Communities Opportunity Grant, I -35E AUAR, Mary Divine Pg. 62 -72 C) Consider 2nd Reading of Ordinance No. 07 -04, Vacating Drainage and Utility Easement, for property located at 125 Ash Street (Rice Creek Covenant Church), Jeff Smyser Pg. 73 -76 D) Public Hearing, Consider 1St Reading of Ordinance No. 09 -04, Vacating Drainage and Utility Easement, Millers Crossroads, Jim Studenski Pg. 77 -80 E) Consideration of Resolution No. 04 -84, Denying Comprehensive Plan Amendment, Rezoning, and Preliminary Plat, Fox Den Acres, Jeff Smyser Pg. 81 -110 F) Consideration of Resolution No. 04 -80, Accepting Plans and Authorizing Advertisement for Bids, Marshan Lane Utility Improvement Project, Jim Studenski Pg. 111 -118 • • AMENDED AGENDA Consideration of Resolution No. 04 -81, Rejecting All Bids, Birch/Hodgson Street Improvement Project, Jim Studenski Pg. 119 -127 H) Consideration of Resolution No. 04 -82, Establishing No Parking on Holly Drive, Holly Drive Improvement Project, Jim Studenski Pg. 128 -129 I) Consideration of Resolution No. 04 -83, Accepting Feasibility Study and Calling for Hearing on Improvements, Legacy at Woods Edge Improvement Project, Michael Grochala/Bob Moberg (SEH) Pg. 130A -130B J) Public Hearing, Consider 1St Reading of Ordinance 03 -04, Vacating Drainage and Utility Easements and Accepting New Easements, Lot 2, Block 1, Oak Brook Peninsula, Jim Studenski (Continue Public Hearing to June 28, 2004 City Council Meeting) Pg. 131 7. Unfinished Business A) Approval of minutes of March 22, 2004 City Council Meeting 8. New Business A) Approval of minutes of May 10, 2004 City Council Meeting B) Approval of minutes of May 19, 2004 Council Work Session C) Approval of minutes of May 24, 2004 City Council Meeting D) Approval of minutes of May 27, 2004 Special City Council Meeting 9. Community Calendar, June 15, 2004 through June 28, 2004: A) Special P &Z Board Meeting, Wednesday, June 16, 2004, 6:30 p.m. B) Council Work Session, Wednesday, June 23, 2004, 5:30 p.m. C) County Road 14 I -35W to I -35E Study, Public Information Meeting #3, Thursday, June 24, 2004, 5:00 p.m. to 7:30 p.m. at Chomonix Golf Course located at 646 Sandpiper Drive, Lino Lakes, Minnesota. D) City Council Meeting, Monday, June 28, 2004, 6:30 p.m. 10. Adjourn • • Revised 06/04/04 DLB 11:19 a.m. AMENDED AGENDA EXPENDITURES JUNE 14, 2004 Date: 05/20/2004 Time: 12:32:21 Vendor #: (A) Invoice #: (A) Entry Journal #: (R) 3959 3959 Trans #: (A) Line #: (A) Due Date: (A) Bank #: (A) City of Lino Lakes Operator: JAL Page: 1 FM Entry - Invoice Journal Options: Detail / Summary: S Invoice Status: A # of copies: 1 Sort: N Check Over Expend: N Discount Vendor # Name # of items Net Gross Discount Lost 000200 AMERICAN FAMILY LIFE ASSUR, INC. 1 176.20 176.20 .00 .00 000539 TARGET 1 106.45 106.45 .00 .00 000698 KEY LAND HOMES 1 1,500.00 .1,500.00 .00 .00 000764 SISKA GROUP, INC. 1 500.00 500.00 .00 .00 001395 NEXTEL COMMUNICATIONS 1 556.07 556.07 .00 .00 001850 HOFFMAN, MICHAEL 1 96.62 96.62 .00 .00 001860 KENNEDY AND GRAVEN, INC. 1 50.00 50.00 .D0 .00 002000 INTL UNION OF OPER ENGR 1 420.00 420.00 .00 .00 002310 LEAGUE OF MINNESOTA CITIES 1 20.00 20.00 .00 .00 0 1 MN NCPERS LIFE INSURANCE 1 416.00 416.00 .00 ..00 II) XCEL ENERGY 1 5,244.78 5,244.78 .00 .00 004660 URICH, TRACEY 1 79.95 79.95 .00 .00 005013 CAMBRIDGE TRUE VALUE 1 77.70 77.70 .00 .00 005014 ANDOVER AREA LACROSSE ASSOCIATION 1 556.00 556.00 .00 .00 900058 HANSON BUILDERS, INC. 1 500.00 500.00 .00 .00 Grand Totals: 15 10,299.77 .10,299.77 .00 .00 *. Date: 05/27/2004 Time: 09:26:54 City of Lino Lakes FM Entry - Invoice Journal • Vendor #: (A) Invoice #: (A) Entry Journal #: (R) 3978 3979 Trans #: (A) Line #: (A) Due Date: (A) Bank #: (A) Operator: JAL Page: 1 Options: Detail / Summary: S Invoice Status: A # of copies: 1 Sort: N Check Over Expend: N Discount Vendor # Name # of items Net . Gross Discount Lost 000080 ABLE HOSE AND RUBBER, INC. 1 55.28 55.28 .00 .00 000100 AID ELECTRIC SERVICE, INC. 2 1,072.03 1,072.03 .00 .00 000109 POSER, STEVEN G. AND GAIL E. 1 6,750.00 6,750.00 .00 :00 000110 A T & T WIRELESS 1 49.00 49.00 .00 .00 000210 AMERICAN FASTENER & SUPPLY, INC. 1 41.54 41.54 .00 .00 000225 WHITE BEAR LOCKSMITH, INC. 1 29.31 29.31 .00 .00 000232 AMERICAN IRON & SUPPLY COMPANY, INC 1 438.40 438.40 .00 .00 000272 SNELL, DAVID B. 1 15,000.00 15,000.00 .00 .00 000305 BALLOON SHOP, THE 1 422.26 422.26 .00 .00 00 8 HRUNN CONSTRUCTION, INC. 2 2,000.00 2,000.00 .00 .00 I BLUE TOW SERVICE, INC. 3 355.73 355.73 .00 .00 000833 BROCK WHITE, INC. 1 36.12 36.12 .00 .00 000843 HAGER, DALE 1 438.80 438.80 .00 .00 000861 BEE LINE ALIGNMENT SERVICE 1 50.00 50.00 .00 .00 000882 CORNERSTONE HOME BUILDER 2 974.89 974.89 .00 .00 000946 C. P. OFFICE PRODUCTS 3 145.08 145.08 .00 .00 001014 T/C BUILDERS, INC: 3 1,358.61 1,358.61 .00 .00 001110 CIRCLE PINES, CITY OF 1 3,594.06 3,594.06 .00 .00 001115 CHICILO HOMES, INC. 1 477.75 477.75 .00 .00 001187 .CONNEXUS ENERGY 1 3,054.00 3,054.00 .00 .00 001280 DAVIES WATER EQUIPMENT CO., INC. 1 329.01 329.01 .00 .0D 001293 DARE AMERICA MERCHANDISE, INC. 1 416.90 416.90 .00 .00 Date: 05/27/2004 Time: 09:26:55 City of Lino Lakes FM Entry - Invoice Journal Operator: JAL Page: 2 Discount r # Name # of items Net Gross Discount Lost 001395 NEXTEL COMMUNICATIONS 1 443.88 443.88 .00 .00 001480 HAWKINS WATER TREATMENT GROUP, INC. 2 6,764.89 6,764.89 .00 .00 001530 FOREST LAKE FORD, INC. 1 292.25 292.25 .00 .00 001581 HOFFMAN & MCNAMARA, INC. 1 1,078.50 1,078.50 .00 .00 001600 GALL'S INC. 1 9.52 9.52 .00 .00 001680 ONE CALL CONCEPTS, INC. 1 772.80 772.80 .00 .00 001752 MOONEN, PATRICK 1 18.09 18.09 .00 .00 001768 H & L MESABI, INC. 1 132.06 132.06 .00 .00 001940 K.E.E.P.R.S., INC. 1 84.29 84.29 .00 .00 001981 INTEGRA HOMES, INC. 1 475.86 475.86 .00 .00 002009 10,000 LAKES CHAPTER 1 60.00 60.00 .00 .00 002036 J- CRAFT, INC. 1 4,218.47 4,218.47 .00 .00 002053 J. R.'S APPLIANCE DISPOSAL, INC. 1 1,230.00 1,230.00 .00 .00 002245 LANG BUILDERS, INC. 2 898.59 898.59 .00 .00 ilkLEAGUE OF MINNESOTA CITIES 1 50.00 50.00 .00 .00 LEEF BROTHER, INC. 1 13.06 13.06 .00 .00 002340 IMAGE PRINTING & GRAPHICS, INC. 1 253.34 253.34 .00 .D0 002516 TEE'S PLUS (EDH,INC.) 1 757.37 757.37 .00 .00 002584 METRO SALES INCORPORATED 1 279.08 279.08 .00 .00 003070 -MTI DISTIBUTING, INC. l 53.69 53.69 .00 .00 003092 NATIONAL ALLIANCE 1 15.00 15.00 .00 .00 003271 NORTHERN TOOL & EQUIPMENT CO., INC. 2 137.32 137.32 .00 .00 003600 PRESS PUBLICATIONS, INC. 1 33.25 33.25 .00 .00 003639 QUALITY CHECKED CONSTRUCTION 3 2,457.93 2,457.93 .00 .00 - 003789 RIVARD ELECTRIC COMPANY, INC. 1 127.00 127.00 .00 .00 003880 SHORT- ELLIOTT- HENDRICKSON, INC. 2 6,355.49 6,355.49 .00 .00 003900 SAFETY KLEEN CORPORATION, INC. 2 373.94 373.94 .00 .00 Date: 05/27/2004 Time: 09:26:56 City of Lino Lakes FM Entry - Invoice Journal • Name Operator: JAL Page: 3 Discount # of items Net Gross Discount Lost 004240 STREICHER'S, INC. 1 669.95 669.95 .00 .00 004244 MINNESOTA EROSION CONTROL ASSOCIATION -- 1 20.00 20.00 .00 .00 004340 T.A. SCHIFSKY AND SONS, INC. 1 62.31 62.31 .00 .00 004410 THANE HAWKINS POLAR CHEVROLET, INC. 1 178.81 178.81 .00 .00 004413 MOESCHTER, ROBERTA 1 40.00 40.00 .00 .00 004788 SPRINT 1 62.46 62.46 .00 .00 005024 CHRISTIANCE, GREGORY E AND 1 6,375.00 6,375.00 .00 .00 005032 CENTRAL WOOD PRODUCTS 1 1,104.94 1,104.94 .00 .00 005033 JOHNSON HOMES, INC. 1 480.10 480.10 .00 .00 005034 EARTHWORKS TECHNOLOGIES 1 150.00 150.00 .00 .00 005035 MILLER, ROSE ANN P. 1 15,000.00 15,000.00 .00 .00 005036 MASONICK, LOUIS R. III AND TARA J. 1 5,000.00 5,000.00 .00 .00 005037 ST. LOUIS PARK, CITY OF 1 39.00 39.00 .00 .00 005038 PRE -DAWN CONSTRUCTION, INC. 1 453.41 453.41 .00 .00 00 0 ROTHENBACHER, MARGO 1 68.00 68.00 .00 .00 f SCHREIBER MULLANEY CONSTRUCTION 1 5,500.00 5,500.00 .00 .00 005237 TRUDEAU, WILLIAM P. AND SANDRA M. 1 6,625.00 6,625.00 .00 .00 006109 UNITED ELECTRIC 2 898.98 898.98 .00 .00 900058 HANSON BUILDERS, INC. 4 2,939.45 2,939.45 .00 .00 900066 AVALON HOMES, INC. 1 1,500.00 1,500.00 .00 .00 900076 PROCRAFT HOMES, INC. 1 466.37 466.37 .00 .00 900145 MORNING SUN HOMES, INC. 4 1,979.52 1,979.52 .00 .00 900224 NORTH COUNTRY BUILDERS 1 477.19 477.19 .00 .00 Grand Totals: 95 114,564.93 114,564.93 .00 .00* Date: 06/04/2004 Time: 09:54:15 City of Lino Lakes FM Entry - Invoice Journal • Vendor #: (A) Invoice #: (A) Entry Journal #: (R) 3985 - 3985 Trans #: (A) Line #: (A) Due Date: (A) Bank #: (A) Operator: JAL Page: 1 Options: Detail / Summary: S Invoice Status: A # of copies: 1 Sort: N Check Over Expend: N Discount Vendor# Name # of items Net . Gross Discount Lost 000020 A & L SUPERIOR SOD CO, INC. 1 9.59 9.59 .00 .00 000027 BERTRAM, LORI 1 22.00 22.00 .00 .00 000028 LAPLANTE, KRISTI 1 46.00 46.00. .00 .00 000029 MOORE, TRISH 1 22.00 22.00 .00 .00 000031 NATIONAL ASSOC OF SCHOOL , 1 425.00 425.00 .00 .00 000049 STRANGELAND, ANGIE 1 30.00 30.00 .00 .00 000068 SERRA, MARGARET 1 80.00 00.00 .00 .00 000080 ABLE HOSE AND RUBBER, INC. 8 557.53 557.53 .00 .00 000086 WURTH USA, INC. 1 .49.20 49.20 .00 .00 0 7 ALL SEASONS RENTAL, INC. 1 120.15 120.15 .00 .00 0 ALL STAR SPORTS, INC. 1 2,539.70 2,539.70 .00 .00 000210 AMERICAN FASTENER & SUPPLY, INC. 2 103.58 103.58 .00 .00 000293 WIPERS AND WIPES, INC. 2 404.18 404.18 .00 .00 000350 ANOKA COUNTY 1 49.36 49.36 .00 .00 000356 RICK BOSCHEE HOMES, INC. 1 1,500.00 1,500.00 .00 .00 000370 CENTRAL COMMUINICATIONS 2 11.14 11.14 .00 .00 000390 ANOKA COUNTY HIGHWAY 1 330.61 330.61 .00 .00 000408 AFSCME COUNCIL #14 1 622.97 622.97 .00 .00 000468 RELIASTAR LIFE INSURANCE COMPANY 1 1,245.63 1,245.63 .D0 .00 000525 RAMSEY COUNTY 1' 30.00 30.00 .00 .00 000539 TARGET 1 91.20 91:20 .00 .00 000680 BEST ACCESS SYSTEMS, INC. 1 29.02 29.02 .00 .00 Date: 06/04/2004 Time: 09:54:16 City of Lino Lakes FM Entry - Invoice Journal Operator: JAL Page: 2 Discount Vex._ _ # Name # of items Net Gross Discount Lost 000770 BOYER TRUCKS, INC. 3 165.86 165.86 .00 .00 000879 PREFERRED ONE COMMUNITY HEALTH PLAN 1 33,136.70 33,136.70 .00 .00 000980 UNITED RENTALS, INC. 1 128.51 128.51 .00 .00 001000 CATCO PARTS, INC. 1 29.46 29.46 .00 .00 001046 F.M. FRATTALONE EXC /GRADING, INC. 1 60,136.09 60,136.09 .00 .00 001048 HARMON AUTOGLASS, INC. 1 237.50 237.50 .00 .00 001050 CENTENNIAL SCHOOLS 2 2,150.00 2,150.00 :00 .00 001053 CENTER FRAME AND WHEEL ALIGN, INC. 1 80.00 80.00 .00 .00 001100 CIRCLE PINES POST OFFICE 1 455.14 455.14 .00 .00 001223 CROSS NURSERIES, INC. 1 1,313.67 1,313.67 .00 .00 001270 DALCO, INC. 3 3,706.97 3,706.97 .00 .00 001280 DAVIES WATER EQUIPMENT CO., INC. 1 83.22 83.22 .00 .00 001292 DEHN OIL COMPANY, INC. 2 8,032.44 8,032.44 .00 .00 001301 DELTA DENTAL PLAN OF MINNESOTA 1 3,565.25 3,565.25 .00 .00 1, 0 EARL ANDERSON ASSOCIATION, INC. 1 133.75 133.75 .00 .00 0_ _ _. FOREST LAKE FORD, INC. 2 405.15 405.15 .00 ,00 001550 FORTIS BENEFITS, INC. 1 845.35 845.35 .00 .00 001561 EMERGENCY AUTOMOTIVE TECHNOLOGIES, INC. 1 8.54 8.54 .00 .00 001605 GOVERNMENT FINANCE OFFICERS ASSOC 1 165.00 165.00 .00 .00 001610 GILLUND ENTERPRISES, INC. 1 103.18 103.18 .00 .00 001630 GOA COMPANY, INC. 2 906.26 906.26 .00 .00 001700 GOVERNMENT TRAIN SERVICE 1 10.00 10.00 .00 .00 001859 HOME DEPOT CREDIT SERVICES 1 11.94 11.94 .00 .00 001880 HUGO FEED MILL & ELEVATOR, INC. 1 8.56 8.56 .00 .00 001971 INFRATECH TECHNOLOGIES, INC. 1 330.00 330.00 .00 .00 001982 US LINK /TDS METROCOM 1 1,724.20 1,724.20 .00 .00 002009 10,000 LAKES CHAPTER 1 60.00 60.00 .00 .00 Date: 06/04/2004 Time: 09:54:17 City of Lino Lakes Operator: JAL Page: 3 • FM Entry - Invoice Journal Discount V,. r # Name # of items Net Gross Discount Lost 002208 LAW ENFORCEMENT LABOR SERVICES, INC. 1 777.00 777.00 .00 .00 002340 IMAGE PRINTING & GRAPHICS, INC. 1 131.90 _ 131.90 .00 .00 002521 BRENDA S. SHALD & ASSOCIATES 1 929.06 929.06 .00 .00 002550 MENARDS, INC. 2 583.46 583.46 .00 .00 002613 MIDWEST LANDSCAPES, INC. 1 14,749.00 14,749.00 .00 .00 002694 SBC, INC. 1 27.54 27.54 .00 .00 002839 MINNESOTA TAXPAYERS ASSOCIATION 1 129.00 129.00 .00 .00 003123 NATURE CALLS, INC. 1 655.80 655.80 .00 .00 003220 FACTORY MOTOR PARTS COMPANY, INC. 2 99.60 99.60 .00 .00 003370 NYSTROM PUBLISHING COMPANY, INC. 1 5,803.57 5,803.57 .00 .00 003390 OFFICEMAX, INC. 1 48.94 48.94 .00 .00 003492 PETTY CASH 1 220.69 220.69 .00 .00 003524 PITNEY BOWES, INC. 1 247.78 247.78 .00 .00 003600 PRESS PUBLICATIONS, INC. 2 156.28 156.28 .00 .00 11111 SHRED -IT, INC. 1 99.90 99.90 .00 .00 SAFETY KLEEN CORPORATION, INC. 1 84.40 84.40 .00 .00 003928 PROFESSIONAL TURF & RENOVATION 4 1,704.00 1,704.00 .00 .00 004070 REED BUSINESS INFORMATION 3 527.16 527.16 .00 .00 004120 ST. JOSEPH EQUIPMENT, INC. 1 1,594.77 1,594.77 .00 .00 004142 STANDARD TRUCK & AUTO, INC. 1 220.00 220.00 .00 .00 004150 STAR TRIBUNE, INC. 2 310.10 310.10 .00 .00 004191 STATE OF MINNESOTA 1 500.00 500.00 .00 .00 004340 T.A. SCHIFSKY AND SONS, INC. 2 16,960.26 16,960.26 .00 .00 004410 THANE HAWKINS POLAP. CHEVROLET, INC. 1 111.11 111.11 .00 .00 004420 HEITKE, GORDON -1 227.49 227.49 .00 .00 004510 TRUCK UTILITIES, INC. 1 615.57 615.57 .00 .00 004562 NATIONAL WATERWORKS, INC. 1 1,513.44 1,513.44 .00 .00 Date: 06/04/2004 Time: 09:54:18 City of Lino Lakes Operator: JAL Page: 4 FM Entry - Invoice Journal V4 n Name # of items Net Discount Gross Discount Lost 004709 VARSITY PHOTOS, INC. 1 106.00 106.00 .00 .00 004713 MANSETTI'S PIZZA & PASTA, INC. 1 66.00 66.00 .00 .00 004730 VIKING INDUSTRIAL CENTER, INC. 2 109.39 109.39 .00 .00 004762 NEU & COMPANY, INC. 1 3,865.85 3,865.85 .00 .00 007109 BLAKE BUILDERS, INC. 1 424.23 424.23 .00 .00 900217 ARNT CONSTRUCTION, INC. 1 323,431.78 323,431.78 .00 .00 900415 CRAIG SEVERSON CONSTRUCTION 1 9,100.00 9,100.00. .00 .00 Grand Totals: 109 512,382.67 512,382.67 .00 .00* Date: 06/04/2004 Time: 10:01:11 Operator: JAL • Ranges: Options: Page: 1 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Fund: Dept Id: Program: Vendor #: Invoice #: Schedule Journal #: Bank #: Cash #: Payroll Check Dates: Print: Report Format: # of copies: Total By Account: Check # Vendor Alpha Name (A) (A) (A) (A) (A) (R) (A) (A) (A) D 1 1 Y 3968 - 3991 Sort: D Print Ranges /Options: Y Process Payroll: N Page on Sort: N Description Dept Amount 0 AFSCME COUNCIL #14 71064 AMERICAN FAMILY LIFE A 71085 AVALON HOMES, INC. 0 BERTRAM, LORI 0 BLAKE BUILDERS, INC. 71088 BLUE TOW SERVICE, INC. 71090 BRUNN CONSTRUCTION, IN 71093 CHICILO HOMES, INC. 71096 CONNEXUS ENERGY 71097 CORNERSTONE HOME BUILD 0 DELTA DENTAL PLAN OF.M 1110 EARTHWORKS TECHNOLOGIE 67 HANSON BUILDERS, INC. 05 HANSON BUILDERS, INC. -- -.109 INTEGRA HOMES, INC. 71069 INTL UNION OF OPER ENG 71112 JOHNSON HOMES, INC. 71071 .KEY LAND HOMES 71114 LANG BUILDERS, INC. 0 LAPLANTE, KRISTI 0 LAW ENFORCEMENT LABOR 0 MIDWEST LANDSCAPES, IN 71073 'MN NCPERS LIFE INSURAN 71121 MOESCHTER, ROBERTA 0 MOORE, TRISH 71123 MORNING SUN HOMES, INC 71127 NORTH COUNTRY BUILDERS 0 PETTY CASH 71131 PRE -DAWN CONSTRUCTION, 0 PREFERRED ONE COMMUNIT 0 PRESS PUBLICATIONS, IN 71133 PROCRAFT HOMES, INC. 71134 QUALITY CHECKED CONSTR 0 RELIASTAR LIFE INSURAN 0 RICK BOSCHEE HOMES, IN 71136 ROTHENBACHER, MARGO • PAYROLL WITHHOLDING PAYROLL WITHHOLDING REIMB BLDG ESCROW /366 WA REIMBURSE PROGRAM REC REIMS BLDG ESCROW /2235 F TOW /'01 DODGE DURANGO REIMS BLDG ESCROW /374 SI REIMS BLDG ESCROW /369 5I OUTDOOR LIGHTING /CENTURY REIMS BLDG ESCROW /6471 C DENTAL INSURANCE REIMBURSE HYDRANT METER REIMS BLDG ESCROW /6494 S REIMB BLDG ESCROW /6389 H REIMS BLDG ESCROW /6545 L PAYROLL WITHHOLDING REIMS BLDG ESCROW /6557 S REIMS BLDG ESCROW /563 AR REIMS BLDG ESCROW /511 SO REIMBURSE PROGRAM REC PAYROLL WITHHOLDING TREES PAYROLL WITHHOLDING REIMBURSE PROGRAM REC REIMBURSE PROGRAM REC P.EIMB BLDG ESCROW /109 PA REIMS BLDG ESCROW /726 CO SUPPLIES /STAMPS REIMB BLDG ESCROW /6628 C MEDICAL INSURANCE ADVERTISING REIMB BLDG ESCROW /6401 L REIMS BLDG ESCROW /6569 L LIFE INSURANCE REIMB BLDG ESCROW /1226P REIMBURSE PROGRAM REC • * * * * * * ** 622.97 * * * * * * ** 176.20 * * * * * * ** 1,500.00 * * * * * * ** 22.00 * * * * * * ** 424.23 * * * * * * ** 225.73 * * * * * * ** 2,000.00 ******** 477.75 * * * * * * ** 3,054.00 * * * * * * ** 974.89 * * * * * * ** 2,150.62 * * * * * * ** 150.00 * * * * * * ** 500.00 * * * * * * ** 2,939.45 * * * * * * ** 475.86 * * * * * * ** 420.00 * * * * * * ** 480.10 * * * * * * ** 1,500.00 * * * * * * ** 898.59 * * * * * * ** 46.00 * * * * * * ** 777.00 * * * * * * ** 12,050.00 * * * * * * ** 416.00 * * * * * * ** 40.00 * * * * * * ** 22.00 * * * * * * ** 1,979.52 * * * * * * ** 477.19 * * * * * * ** 5.00 * * * * * * ** 453.41 * * * * * * ** 8,220.04 * * * * * * ** 23.28 * * * * * * ** 466.37 * * * * * * ** 2,457.93 * * * * * * ** 912.42 * * * * * * ** 1,500.00 * * * * * * ** 68.00 -13- Date: 06/04/2004 Tin*:. 10:01:11 Operator: JAL • Page: 2 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Check # Vendor Alpha Name Description Dept Amount 71138 SCHREIBER MULLANEY CON REIMS BLDG ESCROW /124 AS * * * * * * ** 0 SERRA, MARGARET REIMBURSE PROGRAM REC * * * * * * ** 71139 SHORT - ELLIOTT - HENDRICK LEGACY AT WOODS EDGE /APR_, * * * * * * ** 71075 SISKA GROUP, INC. REIMB BLDG ESCROW /2315 T * * * * * * ** 0 STRANGELAND, ANGIE REIMBURSE PROGRAM REC * * * * * * ** 71145 T/C BUILDERS, INC. 'REIMS BLDG ESCROW /6527 L * * * * * * ** Total for Dept ** 0 CENTENNIAL SCHOOLS • PROGRAM REC ADULT SP 2,075.00 Total for Dept 202 2,075.00* 0 ALL STAR SPORTS, INC. T- SHIRTS SPECIAL 1,846.60 Total for Dept 205 1,846.60* 5,500.00 80.00 1,175.08 500.00 30.00 1,358.61 57,550.24* 71065 ANDOVER AREA LACROSSE INSURANCE CERTIFICATE 0 CENTENNIAL SCHOOLS BROKEN EXIT LIGHT 71125 NATIONAL ALLIANCE MANUAL 0 VARSITY PHOTOS, INC. PHOTOS Total for Dept 207 0 MANSETTI'S PIZZA & 0 NEU & COMPANY, INC. 0 NYSTROM PUBLISHING 0 TARGET •6 0 0 0 71070 71115 71074 0 0 71141 PAS.GRAND OPENING LUNCH LEADERSHIP WORKSHOP COM SUMMER NEWSLETTER SUPPLIES Total for Dept 401 CAMBRIDGE TRUE VALUE DELTA DENTAL, PLAN OF M FORTIS BENEFITS, INC. GOVERNMENT TRAIN SERVI HEITKE, GORDON KENNEDY AND GRAVEN, IN LEAGUE OF MINNESOTA CI NEXTEL COMMUNICATIONS PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN SPRINT ADAPTER /ANTENNA /HEADSET DENTAL INSURANCE LONG TERM DISABILITY INS REGISTRATION /GORDON H REIMBURSE MEETING /CONFER SEMINAR / GORDON H SEMINAR /PAULA, DAN, AL, MONTHLY SERVICE /APRIL MEDICAL INSURANCE LIFE INSURANCE MONTHLY SERVICE /APRIL Total for Dept 402 0 FORTIS. BENEFITS, INC. LONG TERM DISABILITY INS 71074 NEXTEL COMMUNICATIONS MONTHLY SERVICE /APRIL 0 RELIASTAR LIFE INSURAN LIFE. INSURANCE Total for Dept 406. 0 0 71108 71072 71115 DELTA DENTAL PLAN OF M FORTIS BENEFITS, INC. GOVERNMENT FINANCE OFF IMAGE PRINTING & GRAPH LEAGUE OF MINNESOTA CI LEAGUE OF MINNESOTA CI DENTAL INSURANCE LONG TERM DISABILITY MEMBERSHIP /AL R PRINTING SERVICE REGISTRATION /AL R SEMINAR /PAULA, DAN, AL, YOUTH IN 556.00 YOUTH IN 75.00 YOUTH IN 15.00 YOUTH IN 106.00 752.00* MAYOR /CO 66.00 MAYOR /CO 3,865.85 MAYOR /CO 3,092.08 MAYOR /CO 56.86 7,080.79* ADMINIST 77.70 ADMINIST 140.27 ADMINIST 74.19 ADMINIST 10.00 ADMINIST 227.49 ADMINIST 50.00 ADMINIST 10.00 ADMINIST 19.91 ADMINIST 2,024.92 ADMINIST 23.75 ADMINIST 62.46 2,720.69* SENIORS 4.72 SENIORS 50.03 SENIORS 4.75 59.50* FINANCE 98.20 INS FINANCE 48.21 FINANCE 165.00 FINANCE 91:24 FINANCE 20.00 FINANCE 40.00 -14- Date: 06/04/2004 Time: 10:01:11 • Operator: JAL Page: City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Check # Vendor Alpha Name Description Dept Amount 0 MINNESOTA TAXPAYERS AS MEMBERSHIP /AL R 0 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 0 RAMSEY COUNTY DEBT SCHEDULE 0 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 407 FINANCE FINANCE FINANCE FINANCE 0 DELTA DENTAL PLAN OF M DENTAL INSURANCE ECONOMIC 0 FORTIS BENEFITS, INC. LONG TERM DISABILITY INS ECONOMIC 0 PREFERRED ONE COMMUNIT MEDICAL INSURANCE ECONOMIC 0 RELIASTAR LIFE INSURAN LIFE INSURANCE ECONOMIC Total for Dept 415 0 DELTA DENTAL PLAN OF M DENTAL INSURANCE 0 FORTIS BENEFITS, INC. LONG TERM DISABILITY 0 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 0 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 416 0 DELTA DENTAL PLAN OF M 0 FORTIS BENEFITS, INC. 71074 NEXTEL COMMUNICATIONS 0 PREFERRED ONE COMMUNIT 0 RELIASTAR LIFE INSURAN Total for Dept Illiii° 6 8 J91 0 71098 0 0 0 71102 71104 71108 71113 71118 0 71126 0 0 0 0 0 71143 71076 71146 0 INS DENTAL INSURANCE LONG TERM DISABILITY INS MONTHLY SERVICE /APRIL MEDICAL INSURANCE LIFE INSURANCE A T & T WIRELESS BALLOON SHOP, THE BLUE TOW SERVICE, INC. C. P. OFFICE PRODUCTS CENTRAL COMMUINICATION DARE AMERICA MERCHANDI DELTA DENTAL PLAN OF M FACTORY MOTOR PARTS CO BENEFITS, INC. INC. DALE 418 MONTHLY SERVICE /MAY BALLOON ARCHS /DARE GRADU TOW /FORD F -150 OFFICE SUPPLIES PLANNING PLANNING PLANNING PLANNING Communit Communit Communit Communit Communit POLICE POLICE POLICE POLICE MODEM /JUNE POLICE CHAIRS /BOTTLES /SUNGLASSE POLICE DENTAL INSURANCE POLICE MARINE BATTERY POLICE FORTIS LONG TERM DISABILITY INS POLICE GALL'S UNIFORM SUPPLIES POLICE HAGER, REIMBURSE TUITION IMAGE PRINTING & GRAPH PRINTING SERVICE KEEPERS, INC. UNIFORM SUPPLIES METRO SALES INCORPORAT COPIER MAINTENANCE NATIONAL ASSOC OF SCHO TRAINING /JIM C NEXTEL COMMUNICATIONS MONTHLY SERVICE /MAY PETTY CASH SUPPLIES /STAMPS PREFERRED ONE COMMUNIT MEDICAL INSURANCE RELIASTAR LIFE INSURAN LIFE INSURANCE SHRED -IT, INC. STAR TRIBUNE, INC. STREICHER'S, INC. TARGET TEE'S PLUS (EDH,INC.) US LINK /TDS METROCOM POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE DESTROY CONFIDENTIAL MAT POLICE ADVERTISING POLICE VEST POLICE POLAROID FILM POLICE PINS /CERTIFICATES /SHIRTS POLICE MONTHLY SERVICE /MAY POLICE 129.00 946.18 30.00 14.97 1,582.80* 28.05 13.48 352.18 4.75 398.46* 28.05 14.78 352.18 4.75 399.76* 56.12 28.09 19.91 660.28 9.50 773.90* 49.00 422.26 130.00 47.81 11.14 416.90 364.56 58.56 326.52 9.52 438.80 162.10 84.29 279.08 425.00 443.88 215.69 11,259.20 128.25 99.90 282.15 669.95 106.45 757.37 559.30 Date: 06 /04/2004 Time: 10:01:11 Operator: JAL • Page: 4 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Check # Vendor Alpha Name Description Dept Amount 71078 XCEL ENERGY MONTHLY SERVICE /APRIL POLICE Total for Dept 420 . 0 DELTA DENTAL PLAN OF M DENTAL INSURANCE FIRE 0 FORTIS BENEFITS, INC. LONG TERM DISABILITY INS FIRE 0 PREFERRED ONE COMMUNIT MEDICAL INSURANCE FIRE 0 RELIASTAR LIFE INSURAN LIFE INSURANCE FIRE Total for Dept 421 0 71079 0 0 71122 0 0 71082 0 71089 0 0 0 71074 • 0 5 0 0 71144 0 0 71078 0 71081 0 71083 71087 0 0 0 0 0 0 0 10,000 LAKES CHAPTER 10,0001:AKES CHAPTER DELTA DENTAL PLAN OF M FORTIS BENEFITS, INC. MOONEN, PATRICK PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN REGISTRATION /PATRICK M BUILDING REGISTRATION /PETE K BUILDING DENTAL INSURANCE BUILDING LONG TERM DISABILITY INS BUILDING REIMBURSE CALL PHONE CAS BUILDING MEDICAL INSURANCE BUILDING LIFE INSURANCE BUILDING Total for Dept 422 AID ELECTRIC SERVICE, ANOKA COUNTY HIGHWAY BROCK WHITE, INC. DELTA DENTAL PLAN OF M EARL ANDERSON ASSOCIAT FORTIS BENEFITS, INC. NEXTEL COMMUNICATIONS PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN RIVARD ELECTRIC COMPAN SBC, INC. STATE OF MINNESOTA T.A. SCHIFSKY AND SONS T.A. SCHIFSKY AND SONS UNITED RENTALS, INC. US LINK /TDS METROCOM XCEL ENERGY INSTALL /REPAIR LIGHT SIGNAL MAINTENANCE SQUEEGEE DENTAL INSURANCE STREET SIGNS LONG TERM DISABILITY INS MONTHLY SERVICE /APRIL MEDICAL INSURANCE • LIFE INSURANCE STREET LIGHT REPAIR MONTHLY SERVICE /MAY CITY MEMBERSHIP ASPHALT ASPHALT POINT SHOVEL RENTAL MONTHLY SERVICE /MP-Y MONTHLY SERVICE /APRIL Total for Dept 430 ABLE HOSE AND RUBBER, ABLE HOSE AND RUBBER, AMERICAN FASTENER & SU AMERICAN FASTENER & SU BEE LINE ALIGNMENT SER BOYER TRUCKS, INC. CATCO PARTS, INC. CENTER FRAME AND WHEEL DEHN OIL COMPANY, INC. DELTA DENTAL PLAN OF M EMERGENCY AUTOMOTIVE T FACTORY MOTOR PARTS CO FOREST LAKE FORD, INC. HOSE /FERRULE SUPPLIES WHEEL PARTS /SUPPLIES ALIGN #248 IND ASSEMBLY PLUG /LITE FRONT END ALIGN GASOHOL DENTAL INSURANCE PROJECTION LAMP ROTOR RADIATOR STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET -16 20.69 17,768.37* 82.20 37.51 1,802.06 14.25 1,936.02* 60.00 60.00 112.21 49.29 18.09 2,266.74 16.62 2,582.95* 292.82 330.61 36.12 112.21 133.75 63.67 50.03 1,355.89 27.79 127.00 13.77 500.00 63.26 62.31 128.51 111.38 3,276.54 6,685.66* 369.75 55.28 77.75 41.54 50.00 165.86 29.46 80.00 8,032.44 28.05 8.54 41.04 405.15 Date: 06/04/2004 Time: 10:01:11 Operator: JAL Check # 71101 0 0 0 71103 0 71110 71116 71128 0 0 71137 0 0 0 71147 0 71150 0 71082 0 0 0 X091 5 0 0 71074 0 0 0 0 0 0 0 0 0 71092 71095 0 0 0 71068 0 0 Page: 5 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Vendor Alpha Name Description Dept Amount FOREST LAKE FORD, INC. FORTIS BENEFITS, INC. GILLUND ENTERPRISES, I GOA COMPANY, INC. H & L MESABI, INC. HARMON AUTOGLASS, INC. J- CRAFT, INC. LEEF BROTHER, INC. NORTHERN TOOL & EQUIPM PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN SAFETY KLEEN CORPORATI ST. JOSEPH EQUIPMENT, STANDARD TRUCK & AUTO, THANE HAWKINS POLAR CH THANE HAWKINS POLAR CH VIKING INDUSTRIAL CENT WHITE BEAR LOCKSMITH, WURTH USA, INC.' PARTS /SUPPLIES LONG TERM DISABILITY CHEMICALS REISSUE LOST CHECK SNOW PLOW BLADE WINDSHIELD PLOW SHOP TOWELS PIN W /CLIP MEDICAL INSURANCE LIFE INSURANCE PARTS CLEANER MILL HEAD BRAKE CHECK PARTS /SUPPLIES PARTS /SUPPLIES APRON LOCK DEICER /KEYS ICE SPRAY Total for Dept 431 AID ELECTRIC SERVICE, ANOKA COUNTY BEST ACCESS SYSTEMS, I BRENDA S. SHALD & ASSO C. P. OFFICE PRODUCTS CIRCLE PINES, CITY OF DALCO, INC. FORTIS BENEFITS, INC. IMAGE PRINTING & GRAPH NEXTEL COMMUNICATIONS OFFICEMAX, INC. PITNEY BOWES, INC. FLEET INS FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET POWER FACTOR CORRECTION MAPS KEYS TELECOM EXPENSE OFFICE SUPPLIES MONTHLY SERVICE /MAY BAGS /FILTERS LONG TERM DISABILITY PRINTING MONTHLY SERVICE /APRIL OFFICE SUPPLIES POSTAGE METER RENTAL PREFERRED ONE COMMUNIT MEDICAL INSURANCE RELIASTAR LIFE INSURAN LIFE INSURANCE STAR TRIBUNE, INC. SUBSCRIPTION US LINK /TDS METROCOM MONTHLY SERVICE /MAY WIPERS AND WIPES, INC. JANITORIAL SUPPLIES Total for Dept 432 A & L SUPERIOR SOD CO, ALL SEASONS RENTAL, IN CENTRAL WOOD PRODUCTS CIRCLE PINES, CITY OF CROSS NURSERIES, INC.• DELTA DENTAL PLAN OF M FORTIS BENEFITS, INC. HOFFMAN, MICHAEL HUGO FEED MILL & ELEVA MENARDS, INC. SOD READY MIX SAND MULCH /BRICK MONTHLY SERVICE /MAY TREES DENTAL INSURANCE LONG TERM DISABILITY INS REMBURSE CLOTHING ALLOWA BUMPER SINKER /SHIMS /DOOR GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME INS GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME GOVERNME PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS 292.25 12.89 103.18 906.26 132.06 237.50 4,218.47 13.06 137.32 646.83 5.46 290.79 1,594.77 220.00 111.11 178.81 39.90 29.31 49.20 18,604.03* 779.21 49.36 29.02 929.06 97.27 3,413.43 3,706.97 7.38 131.90 161.01 48.94 247.78 495.20 4.75 27.95 780.99 404.18 11,314.40* 9.59 120.15 1,104.94 180.63 592.39 154.31 64.24 96.62 8.56 545.38 Date: 06/04/2004 Time: 10:01:12 Operator: JAL • Pace: 6 City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Check # Vendor Alpha Name 71124 0 71074 0 0 0 71077 0 71078 0 0 0 71074 0 0 0 71142 0 Description MTI DISTIBUTING, INC. NATURE CALLS, INC. NEXTEL COMMUNICATIONS PREFERRED ONE COMMUNIT PROFESSIONAL TURF & RE RELIASTAR LIFE INSURAN URICH, TRACEY US LINK /TDS METROCOM XCEL ENERGY MAINTENANCE SUPPLIES PORTABLE RESTROOMS MONTHLY SERVICE /APRIL MEDICAL INSURANCE SUPPLIES LIFE INSURANCE REIMBURSE CLOTHING ALLOW MONTHLY SERVICE /MAY MONTHLY SERVICE /APRIL Total for Dept 450 ALL STAR SPORTS, INC. DELTA DENTAL PLAN OF M FORTIS BENEFITS, INC. NEXTEL COMMUNICATIONS NYSTROM PUBLISHING COM PREFERRED ONE COMMUNIT RELIASTAR LIFE INSURAN ST. LOUIS PARK, CITY 0 TARGET Dept PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS PARKS Amount T- SHIRTS RECREATI DENTAL INSURANCE RECREATI LONG TERM DISABILITY INS RECREATI MONTHLY SERVICE /APRIL RECREATI SUMMER NEWSLETTER RECREATI MEDICAL INSURANCE RECREATI LIFE INSURANCE RECREATI JUDO CLASS RECREATI SUPPLIES RECREATI Total for Dept 451 0 CROSS NURSERIES, INC. TREES 0 DELTA DENTAL PLAN OF M DENTAL INSURANCE O FORTIS BENEFITS, INC. LONG TERM DISABILITY 71120 MINNESOTA EROSION CONT WORKSHOP /MARTY A •0 PREFERRED ONE COMMUNIT MEDICAL INSURANCE 0 RELIASTAR LIFE INSURAN LIFE INSURANCE Total for Dept 461 ENVIRONM ENVIRONM INS ENVIRONM ENVIRONM ENVIRONM ENVIRONM 71084 AMERICAN IRON & SUPPLY RECYCLING DAY SOLID WA 0 DELTA DENTAL PLAN OF M DENTAL INSURANCE SOLID WA 0 FORTIS BENEFITS, INC. LONG TERM DISABILITY INS SOLID WA O HOME DEPOT CREDIT SERV GLOVES SOLID WA 71111 J. R.'S APPLIANCE DISP RECYCLING DAY SOLID WA 0 PREFERRED ONE COMMUNIT MEDICAL INSURANCE SOLID WA 0 RELIASTAR LIFE INSURAN LIFE INSURANCE SOLID WA .0 SAFETY KLEEN CORPORATI RECYCLE USED OIL SOLID WA 71137 SAFETY KLEEN CORPORATI RECYCLE USED OIL SOLID WA Total for Dept 462 0 CROSS NURSERIES, INC. 0 DELTA DENTAL PLAN OF M 0 FORTIS BENEFITS, INC. 0 MIDWEST LANDSCAPES, IN O PREFERRED ONE COMMUNIT O RELIASTAR LIFE INSURAN TREES DENTAL INSURANCE LONG TERM DISABILITY TREES MEDICAL INSURANCE LIFE INSURANCE Total for. Dept 463 0 ABLE HOSE AND RUBBER, TUBING /FERRULE 'FORESTRY FORESTRY INS FORESTRY FORESTRY FORESTRY FORESTRY WATER -18- 53.69 655.80 101.13 155.28 1,704.00 26.13 79.95 138.43 83.62 5,874.84* 693.10 61.72 37.28 102.51 2,711.49 470.98 15.20 39.00 34.34 4,165.62* 146.97 9.25 4.91 20.00 196.02 1.58 378.73* 438.40 9.54 5.06 11.94 1,230.00 201.96 1.59 84.40 83.15 2,066.04* 574.31 9.26 4.91 2,699.00 196.02 1.58 3,485.08* 187.78 Date: 06/04/2004 Time: 10:01:12 Operator: JAL • City of Lino Lakes FM Entry - Invoice Payment - Approval of Bills Page: 7 Check # Vendor Alpha Name Description Dept Amount 71151 M CIRCLE PINES POST OFFI UTILITY BILLING POSTAGE WATER 227.57 O DAVIES WATER EQUIPMENT GASKET /PAINT WATER 83.22 71099 DAVIES WATER EQUIPMENT GASKET /RING /SUPPORT /NUT/ WATER 329.01 O DELTA DENTAL PLAN OF M DENTAL INSURANCE WATER 74.35 0 FORTIS BENEFITS, INC. LONG TERM DISABILITY INS WATER 24.11 71106 HAWKINS WATER TREATMEN ACID WATER 6,764.89 0 NATIONAL WATERWORKS, I WATER METER PARTS WATER 1,513.44 71074 NEXTEL COMMUNICATIONS MONTHLY SERVICE /APRIL WATER 51.54 71129 ONE CALL CONCEPTS, INC MONTHLY SERVICE /APRIL WATER 386.40 O PREFERRED ONE COMMUNIT MEDICAL INSURANCE WATER 943.46 71132 PRESS PUBLICATIONS, IN ADVERTISING WATER 33.25 O RELIASTAR LIFE INSURAN LIFE INSURANCE WATER 16.17 O SBC, INC. MONTHLY SERVICE /MAY WATER 9.18 O TRUCK UTILITIES, INC. SADDLE BOX WATER 615.57 71149 UNITED ELECTRIC CALL -OUT WATER 898.98 O US LINK /TDS METROCOM MONTHLY SERVICE /MAY WATER 134.10 71076 XCEL ENERGY MONTHLY SERVICE /APRIL WATER 1,305.92 Total for Dept 494 13,598.94* O AMERICAN FASTENER & SU PARTS /SUPPLIES SEWER 25.83 71151 M CIRCLE PINES POST OFFI UTILITY BILLING POSTAGE SEWER 227.57 O DELTA DENTAL PLAN OF M DENTAL INSURANCE SEWER 46.28 O FORTIS BENEFITS, INC. LONG TERM DISABILITY INS SEWER 24.11 O INFRATECH TECHNOLOGIES TELEVISE LINE SEWER 330.00 71129 ONE CALL CONCEPTS, INC MONTHLY SERVICE /APRIL SEWER 386.40 O PREFERRED ONE COMMUNIT MEDICAL INSURANCE SEWER 591.28 111/1 0 RELIASTAR LIFE INSURAN LIFE INSURANCE SEWER 11.37 0 SBC, INC. MONTHLY SERVICE /MAY SEWER 4.59 _ —_,78 XCEL ENERGY MONTHLY SERVICE /APRIL SEWER 558.01 Total for Dept 495 2,205.44* 0 ARNT CONSTRUCTION, INC CONTRACTOR /62ND STREET OTHER 323,431.78 71094 CHRISTIANCE, GREGORY E WARRANTY DEED, EASEMENT, OTHER 6,375.00 O CRAIG SEVERSON CONSTRU CONCRETE WORK OTHER 9,100.00 O F.M. FRATTALONE EXC /GR CONTRACTOR /ELM STREET OTHER 60,136.09 71107 HOFFMAN & MCNAMARA, IN CONTRACTOR /HIGHLAND MEAD OTHER 1,078.50 71117 MASONICK, LOUIS R. III EASEMENT AND DAMAGES OTHER 5,000.00 0 MENARDS, INC. BAGS /FENCE OTHER 38.08 71119 MILLER, ROSE ANN P. EASEMENT AND DAMAGES OTHER 15,000.00 71130 POSER, STEVEN G. AND G EASEMENT AND DAMAGES OTHER 6,750.00 O PRESS PUBLICATIONS, IN ADVERTISING OTHER 133.00 O REED BUSINESS INFORMAT ADVERTISING • OTHER 527.16 71139 SHORT- ELLIOTT- HENDRICK LEGACY AT WOODS EDGE /APR OTHER 5,180.41 71140 SNELL, DAVID B. EASEMENT AND DAMAGES OTHER 15,000.00 O T.A. SCHIFSKY AND SONS INSTALL BLACKTOP OTHER 16,897.00 71148 TRUDEAU, WILLIAM P. AN EASEMENT AND DAMAGES OTHER 6,625.00 O VIKING INDUSTRIAL CENT RESPIRATOR /FILTER OTHER 69.49 Total for Dept 499 471,341.51* Grand Total 637,247.37* • Centennial Fire District Check Register 6/7/2004 The disbursements listed below are submitted by the Centennial Fire District for your approval: DATE CHECK# NAME 6/4/2004 14271 6/4/2004 14272 6/4/2004 14273 6/4/2004 14274 6/4/2004 14275 6/4/2004 14276 6/4/2004 14277 6/4/2004 14278 6/4/2004 14279 6/4/2004 14280 6/4/2004 14281 6/4/2004 14282 6/4/2004 14283 6/4/2004 14284 6/4/2004 14285 6/4/2004 14286 6/4/2004 14287 6/4/2004 14288 6/4/2004 14289 6/4/2004 14290 6/4/2004 14291 6/4/2004 14292 6/4/2004 14293 6/4/2004 14294 6/4/2004 14295 6/4/2004 14296 6/4/2004 14297 6/4/2004 14298 6/4/2004 14299 6/4/2004 14300 6/4/2004 14301 6/4/2004 14302 6/4/2004 14303 6/4/2004 14304 6/4/2004 14305 6/4/2004 14306 6/4/2004 14307 6/4/2004 14308 6/4/2004 14309 6/4/2004 14310 6/4/2004 14311 6/4/2004 14312 6/4/2004 14313 6/4/2004 14314 6/4/2004 14315 Anoka - Technical College Arthur Mohler Aspen Mills Best Buy Bob Stafki Brad Racutt Bradley Stephens Centennial Utilities CenterPoint Energy Citgo Petroleum Corporation Connexus Energy David Bruder Discount Tire Company Emergency Apparatus Maintenance Emergency Medical Products, Inc. Fire Instruction & Rescue Education, Inc. Glen Olson Jeff Amacher Kathy Mischke Laura Louis McLeod USA Metro Fire Metrocall Mike Ryan Mike T. Peterson Milo Bennett MN Chapter IAAI / Jeffrey G. Schadegg MN Fire Service Certification Board Red Rooster Auto Stores Ron Flatten Scott T. Mischke Steve Mach Target Thierry Chevallier Todd Gardner USI, Inc. Verizon Wireless Viking Office Products Bob Stafki Brad Racutt Bradley Stephens Forest Lake Ford Grafix Shoppe Northern Safety Technology, Inc. Superior Ford, Inc. ACCOUNT 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42120 - Uniform Expense 42180 - Office Supplies 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42251 - Station 1 - Gas 42253 - Station 2 - Gas 42100 - Fuel and Lube 42252 - Station 1 - Electric 42220 - Travel, Conference, School 42000 - Vehicle Maintenance 42000 - Vehicle Maintenance 42260 - Medical Supplies 42280 - Training Expense 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42180 - Office Supplies 42240 - Telephone 42130 - Equipment Expense 42240 - Telephone 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42000 - Vehicle Maintenance 42200 - Dues and Memberships 42220 - Travel, Conference, School 42000 - Vehicle Maintenance 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42220 - Travel, Conference, School 42180 - Office Supplies 42220 - Travel, Conference, School 42130 - Equipment Expense 42180 - Office Supplies 42240 - Telephone 42180 - Office Supplies 11100 - Fixed Asset - Equipment 11100 - Fixed Asset - Equipment 11100 - Fixed Asset - Equipment 11100 - Fixed Asset - Equipment 11100 - Fixed Asset - Equipment 11100 - Fixed Asset - Equipment 11100 - Fixed Asset - Equipment AMOUNT 145.12 88.00 93.00 362.07 216.00 440.00 172.00 139.59 216.56 138.03 279.10 88.00 460.70 1,786.81 85.50 5,820.00 344.00 636.00 64.00 16.34 358.83 1,645.00 81.64 48.00 424.00 13.50 25.00 25.00 14.48 48.00 112.00 200.00 15.04 88.00 131.58 66.74 145.97 120.69 250.00 1,653.00 100.00 369.00 1,150.00 1,902.30 21,714.00 $42,292.59 • STAFF ORIGNINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND: AGENDA ITEM 1B Jean Viger, Deputy Clerk June 14, 2004 Consider Resolution 04 -85, Approving Application for Temporary 3.2 Percent Malt Liquor (Beer) License, a Cabaret License and an Exemption for Gambling Permit for the Annual St. Joseph Catholic Church August Festival. Simple Majority (3/5 Vote) St. Joseph Catholic Church is hosting its annual August Festival on Saturday, August 7 and Sunday, August 8, 2004. As part of the celebration, food and beverages, including beer, will be served. The Lino Lakes City Code, 702.02, Subd. 3, states "temporary on- sale licenses shall be granted only to bona fide clubs and charitable, religious and non- profit organizations for the sale of beer for consumption on the premises only ". In addition, the parish has made application to acquire a cabaret license and approval for an exemption for lawful gambling permit. A dance will be held Saturday, August 7, from 5:00 p.m. to 11:00 p.m. and Sunday, August 8, from 11:00 a.m. to 5:00 p.m. Non - profit organizations are allowed, under State Gambling Statutes, to apply for an exemption permit if they conduct fewer than five (5) gambling occasions per year. St. Joseph Catholic Church conducts fewer than five. St. Joseph's has completed the necessary applications, submitted a current certificate of insurance and paid the proper fees. The applications and the certificate of insurance are on file in the city clerk's office. The police department is conducting a background investigation and approval is contingent upon a finding of no information that would require a recommendation of denial. OPTIONS: 1. Approve Resolution No. 04 -85 2. Deny Approval of Resolution No. 04 -85 RECOMMENDATION: 1. Approve Resolution No. 04 -85 • • COUNTY OF ANOKA CITY OF LINO LAKES RESOLUTION NO. 04 -85 RESOLUTION APPROVING APPLICATION FOR A 3.2 PERCENT MALT LIQUOR (BEER) LICENSE, CABARET LICENSE AND AN EXEMPTION FOR GAMBLING PERMIT FOR THE ANNUAL ST. JOSEPH CATHOLIC CHURCH AUGUST FESTIVAL WHEREAS, WHEREAS, the Lino Lakes City Council met at its regularly scheduled meeting of June 14, 2004; and St. Joseph Catholic Church has made application for a 3.2 percent malt liquor (beer) license, a cabaret license and an exemption for lawful gambling permit for their annual August Festival to be held on August 7th and 8th, 2004; and WHEREAS, the City of Lino Lakes Police Department has conducted an investigation of St. Joseph Catholic Church; and WHEREAS, St. Joseph Catholic Church is in compliance with city ordinance; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lino Lakes hereby approves the 3.2 percent malt liquor (beer) license, the cabaret license and the application for exemption for gambling permit for the August festival, pending completion of background check. Approved by the City Council of the City of Lino Lakes this 14th day of June, 2004. ATTEST: Ann J. Blair, City Clerk John J. Bergeson, Mayor • • • AGENDA ITEM 3A STAFF MEMBER Gordon Heitke, City Administrator DATE June 14, 2004 SUBJECT 2004 -2005 City Council Goals and Management Action Plans VOTE REQUIRED 3/5 BACKGROUND In accordance with the procedures set forth in the SUMMARY OF KEY OBSERVATIONS AND CONCLUSIONS, MAY 22, 2004 GOALS SETTING SESSION, the City Staff has prepared specific Management Action Plans (MAPs) for pursuing implementation of council's seven High - Priority 2004 -2005 Goals, identified at the goal setting workshop on May 22, 2004. The MAPs identify specific performance objectives, schedules, methodologies, and action plans. They also identify operating and capital budget requirements. These MAPs are being presented to the council for review, discussion, and comprehension of how the administration intends to proceed in fulfilling its role in executing the council's policy direction. Council should review and adopt by resolution the seven High - Priority Goals and Management Action Plans, identified at the goal- setting workshop on May 22, as an official statement of its leadership priorities. OPTIONS 1. Approve the 2004 -2005 City Council Goals and Management Action Plans 2. Refer back to Staff RECOMMENDATION 1. Approve the 2004 -2005 City Council Goals and Management Action Plans • GOALS AND MANAGEMENT ACTION PLAN 2004 - 2005 1. Complete Town Center and YCMA. (Council Members — 4; Staff Members — 4) a. Calendar Year 2004: (1) Objective: Complete predevelopment phase (2) Key Action Steps: • Finalize City/YMCA Development Agreement • Finalize funding sources for city share of YMCA construction and improvements • Complete sale of city land to Hartford • Finalize EDA/Hartford Development Agreement by August • Finalize operations and maintenance agreement for Woods Edge • Approve Final Plat • Order public improvements by October (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: Springsted, Inc. Kennedy & Graven SEH Hartford Group YMCA City Council /EDA (4) Budget Guidelines: Costs of Woods Edge predevelopment phase borne by developer. City costs associated with YMCA are outside of annual budget. b. Calendar Year 2005: (1) Objective: Enter development phase (2) Key Action Steps: • Begin construction of public improvements, including Lake Drive • Approve Phase 1 development of Woods Edge, begin construction - 2 4 - 1 • • Approve YMCA site and building plans, begin construction • Market Woods Edge • • (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: SEH YMCA Hartford Group City Council (4) Budget Guidelines: Additional marketing dollars may be needed. Note: Council indicated a preference that staff should pursue some non-franchise businesses to be included in the Town Center development. 2. Complete Visioning Process for the Benchmark Site on 35E and begin Master Planning for the balance of 35E Corridor. (Council Members — 3; Staff Members — 5) a. Calendar Year 2004: (1) Objective: Initiate a citizen -driven master plan process for the Benchmark site and begin review of 35E Corridor (2) Key Action Steps: • Develop action plan for the visioning process • Identify key constituents and involve citizens in visioning process • Visit precedent communities • Conduct market research • Begin AUAR • Communicate progress to the citizens • Explore funding sources for expanded AUAR • Explore funding sources for 35E bridge reconstruction (3) Lead party and Key Contributors: Lead party: Benchmark Community Builder Collaborative Key Contributors: City Staff Citizens and key stakeholders - 2 5 - 2 s (4) Budget Guidelines: Currently pursuing a Met Council Grant, without the grant city may need to budget for 35E Corridor AUAR for 2005 b. Calendar Year 2005: (1) Objective: Complete Master Plan and begin predevelopment phase (2) Key Action Steps: • Complete AUAR of 35E corridor • Complete Master Plan of Benchmark Site • City development approvals • Develop a marketing plan (3) Lead party and Key Contributors: Lead party: Benchmark Community Builder Collaborative Key Contributors: City Staff Citizens City Council Advisory Boards (4) Budget Guidelines: Potential need to budget for AUAR for 35E Condor 3. Review Comp Plan and adopt changes, if needed. (Council Members — 3; Staff Members — 5) a. Calendar Year 2004: (1) Objective: To evaluate the status and effectiveness of the City's 2001 Comprehensive Plan (2) Key Action Steps: • Prepare Review of Plan • Identify possible modifications Lead party and Key Contributors: Lead party: Community Development Staff Key Contributors: TKDA Advisory Boards City Council (3) - 2 6 - 3 • (4) Budget Guidelines: Primarily Staff Time, Some engineering related expenses for Transportation and Utility reviews. b. Calendar Year 2005: (1) Objective: If necessary, Update Plan (2) Key Action Steps: • Select Consultant • Develop Participatory Process (3) Lead party and Key Contributors: Lead party: Consultant, Community Development Staff Key Contributors: Staff Consultant Advisory Boards City Council (4) Budget Guidelines: City staff time. Consultant need and cost dependent on Scope of Work 4. Resolve the Charter Road Reconstruction Limitation provision with the City's Charter Commission. (Council Members — 3; Staff Members — 4). a. Calendar Year 2004: (1) Objective: Define a public improvement construction and financing process that establishes a sound, fiscally responsible method of maintaining the City's infrastructure while minimizing impacts to Lino Lakes residents and businesses. (2) Key Action Steps: • Prepare Pavement Management Program • Review and Approval by Council and Charter Commission • Identify implementation issues and determine need for any Charter modifications (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: TKDA Springsted Inc. City Council Charter Commission - 2 7 - 4 • • (4) Budget Guidelines: City staff time. Engineering included in 2004 . General Engineering Budget. Will need to identify costs for Springsted involvement b. Calendar Year 2005: (1) Objective:Implement Pavement Management Program (2) Key Action Steps: • Resolve any potential conflicts with Charter • Prepare Phase I improvement projects (3) Lead party and Key Contributors: Lead party: City staff Key Contributors: City Council Charter Commission (4) Budget Guidelines: Dependent on scope of program. 5. Finish the trail system — construct what is identified in the City Master Plan for Parks and Trails. (Council Members — 4; Staff Members — 0). a. Calendar Year 2004: (1) Objective No. 1: Complete Birch Street Trail from Blackduck Drive to Pheasant Hills Drive (2) Key Action Steps: • Obtain necessary approvals from Anoka County • Plans and Specs — (Prepare, Distribute, Receive, and Award Bid) • Supervise Construction Work (3) Lead party and Key Contributors: Lead party: Rick DeGardner Key Contributors: TKDA to prepare Plans and Specs (4) Budget Guidelines: Approved 2004 Park Board Goal — Dedicated Parks Fund 5 • (1) Objective No. 2: Complete Trail Connections at Birch Park and Sunrise Park. (2) Key Action Steps: • Plans and Specs — (Prepare, Distribute, Receive, and Award Bid) • Supervise Construction Work (3) Lead party and Key Contributors: Lead party: Rick DeGardner Key Contributors: TKDA to prepare Plans and Specs (4) Budget Guidelines: Approved 2004 Park Board Goal — Dedicated Parks Fund b. Calendar Year 2005: (1) Objective: Continue Completing Trail System (2) Key Action Steps: • Prioritize Trail Development Projects • Allocate Funds for Trail Development • Identify Specific Trail Projects for 2005 Based On Available Funds • Prepare Plans and Specs, Send Out Bids, Receive Bids, Award Bid • Supervise Construction Work. (3) Lead party and Key Contributors: Lead party: Rick DeGardner Key Contributors: City Council TKDA to prepare Plans and Specs (4) Budget Guidelines: City Council Discretion, General Fund and/or Dedicated Parks Fund. 6. Adopt a City image, which identifies and presents a positive reflection of the community. (Council Members — 3; Staff Members — 3). a. Calendar Year 2004: (1) Objective: Determine what Council wants to project as the city's image, define the target audience and determine the purpose of the message - 2 9 - 6 • (2) Key Action Steps: • Develop an action plan once the objective becomes focused. • Establish a long range plan and funding sources for redeveloping blighted and substandard areas, with particular emphasis on the entrances to the city. • Address ways to provide enforcement of city zoning ordinances regarding outside storage of vehicles and equipment, and temporary signage (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: City Council Advisory Boards (4) Budget Guidelines: Provide for in Community Development budget b. Calendar Year 2005: III(1) Objective: Implement Action Plan • (2) Key Action Steps: • Establish and enhance gateways to the city (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: City Council Advisory Boards (4) Budget Guidelines: May have to budget additional dollars in economic development budget 7. Pursue a diversified tax base for the Lino Lakes community. (Council Members — 3; Staff Members — 5). a. Calendar Year 2004: (1) Objective: Encourage balance of land uses, growth of existing businesses and new development (2) Key Action Steps: • Implement 2004 EDAC Action Plan - 3 0 - 7 (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: City Council Advisory Boards (3) Budget Guidelines: Dependent on individual project scope b. Calendar Year 2005: (1) Objective: Encourage balance of land uses, growth of existing businesses and new development (2) Key Action Steps: • Implement 2005 Action Plan (3) Lead party and Key Contributors: Lead party: City Staff Key Contributors: City Council Advisory Boards • (4) Budget Guidelines: Dependent on individual project scope - 3 1 - 8 • AGENDA ITEM 3B DATE: June 14, 2004 TO: Mayor and City Councilmembers FROM: Ann Blair, City Clerk RE: 2004 Liquor Compliance Checks and Violations Attached find `Notice of Violation Hearing" letters issued to: Miller's on Main, the American Legion, Oasis Market, and the VFW. The letters explain the purpose of the public hearing and the process. In short, the Council will determine whether or not these establishments violated Lino Lakes Ordinance 701 and what, if any, action should be taken. Police Chief Dave Pecchia reviewed this matter for the Council during the May 19, 2004 work session. Sergeant Bill Hammes will be at the public hearing and he will give an overview of the Police Department's findings. J & K Liquors also received a violation notice. Due to the sale of that store, the owner of J & K chose to waive the hearing and has paid the recommended $500 fine. Three of the establishments fall into the same category on the Best Practices Grid. Therefore, if the Council determines individually that Miller's on Main, the American Legion, or the VFW establishment violated the Lino Lakes City Code 701, the City Clerk's Office would recommend imposing the following penalties for each: 1. $500 financial penalty. 2. Require all employees who serve liquor to attend server training. 3. Mandatory liquor code handbook to be available to all employees at all times. The Oasis Market has received two violations within six months. Therefore, if the Council determines that the Oasis Market violated the Lino Lakes City Code 701, the City Clerk's Office would recommend imposing the following penalties: 1. $1,500 financial penalty. 2. 10 days suspension, stayed. (Suspension imposed and revert to Non - Best Practices Grid if third violation). 3. Require all employees who serve liquor to attend server training. 4. Mandatory liquor code handbook to be available to all employees at All times. • • • June 2, 2004 American Legion Post 566 7731 Lake Drive Lino Lakes, MN 55014 Attn: Dana Anderson RE: Notice of Hearing to Suspend or Revoke Liquor License Dear American Legion Post 566: This is to notify you that a hearing has been scheduled for June 14, 2004 at 5:30 p.m. before the Lino Lakes City Council to determine whether or not you have violated Lino Lakes Ordinance 701, and what, if any, action shall be taken by the City Council. Please be advised that the hearing will be held in the Council Chambers at the Lino Lakes City Hall, 600 Town Center Parkway, Lino Lakes, Minnesota. It is alleged that on April 23, 2004, you violated Ordinance 701 by selling alcohol to a person underage. Please be advised that Lino Lakes Ordinance 701, a copy of which is enclosed, provides the City Council the authority to suspend or revoke any liquor license for a violation of any provision or condition of this chapter or any State law or regulation governing the sale of intoxicating liquor. If you have any questions regarding this process, lease feel free to contact me. Sincerely, Ann J. Blair City Clerk 651- 982 -2400 cc: City Attorney Police Chief David Pecchia • June 2, 2004 Miller's on Main 8001 Lake Drive Lino Lakes, MN 55014 Attn: Chad Wagner RE: Notice of Hearing to Suspend or Revoke Liquor License Dear Miller's on Main: This is to notify you that a hearing has been scheduled for June 14, 2004 at 5:30 p.m. before the Lino Lakes City Council to determine whether or not you have violated Lino Lakes Ordinance 701, and what, if any, action shall be taken by the City Council. Please be advised that the hearing will be held in the Council Chambers at the Lino Lakes City Hall, 600 Town Center Parkway, Lino Lakes, Minnesota. It is alleged that on April 23, 2004, you violated Ordinance 701 by selling alcohol to a person underage. Please be advised that Lino Lakes Ordinance 701, a copy of which is enclosed, provides the City Council the authority to suspend or revoke any liquor license for a violation of any provision or condition of this chapter or any State law or regulation governing the sale of intoxicating liquor. If you have any questions regarding this process, lease feel free to contact me. Sincerely, Ann J. Blair City Clerk 651- 982 -2400 cc: City Attorney Police Chief David Pecchia • • June 2, 2004 Cir. Lex VFW (6583) 7868 Lake Drive Lino Lakes, MN 55014 Attn: Store Manager RE: Notice of Hearing to Suspend or Revoke Liquor License Dear Cir. Lex VFW: This is to notify you that a hearing has been scheduled for June 14, 2004 at 5:30 p.m. 411 before the Lino Lakes City Council to determine whether or not you have violated Lino Lakes Ordinance 701, and what, if any, action shall be taken by the City Council. Please be advised that the hearing will be held in the Council Chambers at the Lino Lakes City Hall, 600 Town Center Parkway, Lino Lakes, Minnesota. It is alleged that on October 25, 2003, you violated Ordinance 701 by selling alcohol to a person underage. Please be advised that Lino Lakes Ordinance 701, a copy of which is enclosed, provides the City Council the authority to suspend or revoke any liquor license for a violation of any provision or condition of this chapter or any State law or regulation governing the sale of intoxicating liquor. If you have any questions regarding this process, lease feel free to contact me. Sincerely, Ann J. Blair City Clerk 651- 982 -2400 cc: City Attorney • Police Chief David Pecchia • • • June 2, 2004 Oasis Market 7509 Lake Drive Lino Lakes, MN 55014 Attn: Shannon: Store Manager RE: Notice of Hearing to Suspend or Revoke Liquor License Dear Oasis Market: This is to notify you that a hearing has been scheduled for June 14, 2004 at 5:30 p.m. before the Lino Lakes City Council to deteiniine whether or not you have violated Lino Lakes Ordinance 701, and what, if any, action shall be taken by the City Council. Please be advised that the hearing will be held in the Council Chambers at the Lino Lakes City Hall, 600 Town Center Parkway, Lino Lakes, Minnesota. It is alleged that on April 23, 2004, and also on October 25, 2003, you violated Ordinance 701 by selling alcohol to a person underage. Please be advised that Lino Lakes Ordinance 701, a copy of which is enclosed, provides the City Council the authority to suspend or revoke any liquor license for a violation of any provision or condition of this chapter or any State law or regulation governing the sale of intoxicating liquor. If you have any questions regarding this process, lease feel free to contact me. Sincerely, Ann J. Blair City Clerk 651- 982 -2400 cc: City Attorney Police Chief David Pecchia • May 20, 2004 Brian Thorson J & K Liquor 6013 Hodgson Road Lino Lakes, MN 55014 RE: Notice of Hearing to Suspend or Revoke Liquor License Dear Mr. Thorson: This is to notify you that a hearing has been scheduled for June 14, 2004 at 6:00 p.m. before the Lino Lakes City Council to determine whether or not you have violated Lino Lakes Ordinance 701, the Liquor Code, and what, if any, action shall be taken by the City Council. Please be advised that the hearing will be held in the Council Chambers at the Lino Lakes City Hall, 600 Town Center Parkway, Lino Lakes, Minnesota. It is alleged that on April 23, 2004, the establishment ofJ & K Liquors violated Ordinance 701 by selling alcohol to a person underage. Please be advised that Lino Lakes Ordinance 701.10 provides the City Council the authority to suspend or revoke any liquor license for a violation of any provision or condition of this chapter or any State law or regulation governing the sale of intoxicating liquor. If you have any questions regarding this process, lease feel free to contact me. Sincerely, Ann J. Blair City Clerk cc: City Attorney Police Chief David Pecchia • • Non -Best Practices Grid On -sale intoxicating liquor Off-sale intoxicating liquor On -sale beer and wine Off-sale 3.2 malt liquor 1 SI Violation $500 and 5 days suspension $500 and 3 days suspension $500 and 5 days suspension $1,000 and 10 days susoensi nn Ind Violation $1,000 and 10 days suspension $1,000 and 7 days suspension $1,000 and 10 days suspension Violation 4tn Violation S2,000 and Revocation 15 days suspension $2,000 and 12 days suspension $2,000 and 15 days suspension Revocation Revocation $1,500 and 20 days sus "ension $2,000 and 40 days Revocation Best Practices Grid Type of license On -sale intoxicating liquor Off -sale intoxicating liquor On -sale beer and we Off -sale 3.2 malt liquor $500 $500 $500 1 St Violation 21tl Violation 3m Violation $1,000 and 5 days suspension, stayed Return to regular grid and off Best Practices for one year. $1,000 and 3 days suspension stayed Return to regular grid and off Best Practices for one year. $1,000 $1,000 and 5 days suspension stayed Return to regular grid and off Best Practices for one year. $1,500 and 10 days suspension s I stayed Return to regular grid and off Best Practices for one year. • • • AGENDA ITEM NO. 5A STAFF ORIGINATOR: Rick DeGardner, Public Services Director COUNCIL MEETING DATE: June 14, 2004 TOPIC: Consider Second Reading of Ordinance 14 -04, Amending City Code to Include Water - Sprinkling Ban VOTE REQUIRED: Simple Majority BACKGROUND: As discussed in greater detail at the April 21st City Council Work Session, staff is recommending that the City Code be amended to include a water - sprinkling ban. There are several factors that have led to this recommendation. As part of updating the City's Comprehensive Water Plan, a related issue that needs to be addressed is our annual water appropriations permits from the Minnesota Department of Natural Resources (DNR). On an annual basis, the city completes an application to the DNR requesting a certain volume of water for consumption. The DNR then takes into account several factors such as historic growth, existing conservation measures, etc., to determine the city's permitted water volume. When cities exceed their approved water appropriation, the DNR fines the offending city based upon the amount of the overage. The city of Lino Lakes has exceeded the approved water appropriation the past several years. If left unchecked, the fines can become quite severe. There is currently a bill at the state legislature that, if approved, would allow the DNR to issue fines up to $10,000 per violation. There are several factors that the DNR takes into consideration when cities request a higher annual appropriation. The most significant issue is the cities existing conservation measures. The most common conservation measures are sprinkling bans and tiered water rates. Since Lino Lakes does not have any type of a sprinkling ban in place, our requests for additional appropriations have been denied. The same types of conservation measures are evaluated when the DNR reviews requests for additional well houses. A large percentage of the resident's water consumption is directly correlated to summer lawn sprinkling /irrigation. The table listed below summarizes the gallons of water consumed per quarter in 2003. Quarter 1 (typically Jan - Mar) is considered the Base Consumption, or domestic use that is attributed to typical household needs since outdoor watering does not occur in the winter. • • QUARTER 0 1st Quarter 2002 -•- , -■■•, 59,269,000 r-tiV v vv,.VV1n1 11 IVVJLI IVL{J 18,355 2nd Quarter 2002 66,217,000 20,200 3rd Quarter 2002 121,632,000 36,146 4th Quarter 2002 107,660,000 31,360 Total 2002 354,778,000 26,665 1st Quarter 2003 63,449,000 18,317 2nd Quarter 2003 74,367,000 21,317 3rd Quarter 2003 185,594,000 52,309 4th Quarter 2003 190,205,000 53,071 Total 2003 513,615,000 36,406 Historically, Lino Lakes has had the luxury of being able to meet the peak consumption demands of residents without imposing formal restrictions. The dry conditions we experienced last year put an extreme burden on our water supply system. Peak water demand exceeded production throughout the summer months while overnight demand allowed tower levels to only slightly recover. We are also at the point of potentially comprising our public safety and fire protection capabilities. For example, the Insurance Services Organization recommends that our system be capable of a sustained flow of 3,500 gpm for a four -hour duration. The ability of our system to meet this criterion while also supplying peak domestic demand is doubtful. For the reasons explained above, as well as the philosophy that the city of Lino Lakes should be environmentally responsible to conserve our precious resources, staff is recommending that a sprinkling ban be implemented. The proposed ordinance implements an odd /even sprinkling ban from May 15 - September 15. The City Administrator will also have the authority to further restrict the sprinkling of lawns as needed when an extreme water shortage exists. The first violation shall result in a $25 citation, and a $50 subsequent violation to those individuals who repeat violations within the same calendar year. The adoption of seasonal watering restrictions is a necessary and reasonable measure to control water consumption during periods of peak demand. A sprinkling ban with reasonable enforcement will put us in a better position to increase our annual water appropriations. Also, a sprinkling ban with reasonable enforcement will delay the need for additional well houses that are very costly to build and maintain. In order to be allowed to increase our water appropriations and build additional well houses, a sprinkling ban needs to be implemented. Staff is in the process of educating /informing our residents through various means including the front page of the upcoming city newsletter, information in utility billings, the Consumer Confidence Water Report that is sent to all residents connected to the water system, and signage at entrances to several residential subdivisions. It is staff's position that this year we will be concentrating on informing the public of the new sprinkling ordinance, not taking enforcement measures until 2005. The City Council approved the first reading of Ordinance 14 -04, Amending City Code to Include Water - Sprinkling Ban, at the May 24, 2004 City Council meeting. • • The timeline of this ordinance is as follows: May 24, 2004 June 14,2004 June 22, 2004 July 22, 2004 Public Hearing and 1st Reading 2nd Reading Published in Quad Community Press Ordinance in Effect OPTIONS: 1. Approve the second reading of Ordinance 14 -04, amending City Code to include Water Sprinkling Ban. 2. Return to staff. RECOMMENDATION: Option 1 410 6/7/2004 RD /Utilities/ 2nd reading Greensheet sprinkling ban • • • CITY OF LINO LAKES ORDINANCE NO. 14-04 AN ORDINANCE AMENDING THE LINO LAKES CITY CODE, CHAPTER 400 WATER AND SEWER, BY ADDING SUBDIVISIONS 1 -4 UNDER SECTION 401.02, SEASONAL SPRINKLING RESTRICTIONS, TO ALLOW SEASONAL SPRINKLING RESTRICTIONS ON SPRINKLING OR WATERING OF LAWNS AND GARDENS FROM MAY 15 TO SEPTEMBER 15 EACH YEAR; PROVIDED HOWEVER, THAT ODD - NUMBERED PROPERTY ADDRESSES MAY WATER ON ODD - NUMBERED DAYS, AND EVEN - NUMBERED PROPERTY ADDRESSES MAY WATER ON EVEN- NUMBERED DAYS The City Council of the City of Lino Lakes, Anoka County, Minnesota does ordain: The City Code of the City of Lino Lakes, Section 401.02, Use of Water Restricted to Authorized Persons, is amended as follows: 400 Water and Sewer 401. Municipal Water System 401.01 General Operation. The city municipal water system (hereinafter called the water system) shall be operated as a public utility and convenience from which revenue will be derived, subject to the provisions of this chapter. 401.02 Use of Water Restriction to Authorized Persons. No person shall make, construct, or install any water service installation or make use of any water service which is connected to the water system except in the manner provided in this chapter. Section 1. 401.02 of the City Ordinances of the City of Lino Lakes is hereby amended to include the following: Subdivision 1. Seasonal Sprinkling Restrictions. To protect the health and safety of the consumers and the general welfare of the City, and to encourage water conservation, the City hereby adopts the following permanent sprinkling ban. The sprinkling or watering of lawns and gardens is prohibited from Mav 15 to September 15 each year provided, however, that odd - numbered property addresses may water on odd - numbered day s, and even - numbered property addresses may water on even - numbered days. Subdivision 2. Authority to Restrict Use. The City of Lino Lakes hereby reserves the right to limit the use of water from the City water supply and distribution system and to .rescribe emercenc conditions for use of water. The City Administrator ma in his/her discretion implement emergency measures if necessary supplementing the sprinkling ban under Subdivision 1 with a total prohibition on sprinkling. apply to: Subdivision 3. Exceptions. The sprinkling ban under subdivision 2 does not a. Property owners using a private well for sprinkling; • • ORDINANCE No. 14 -04 b. Property owners who water new sod for the first twelve weeks after it is sodded or water new seed for the first twelve weeks after it is seeded; Subdivision 4. Violation. No person shall cause water to be used in violation of the provisions of this section. The first violation shall result in a $25 citation, and a $50 subsequent citation for those individuals who repeat violations. Section 2. This ordinance shall become effective after adoption and upon thirty (30) days following its legal publication. Adopted this day of , 2004. ATTEST: Date of Publication Effective Date City Clerk - 4 3 - Mayor • • AGENDA ITEM 6A STAFF ORIGINATOR: Mary Alice Divine DATE: 6/14/04 TOPIC: Consideration of Resolution No. 04 -77 Approving the Lino Lakes Economic Development Advisory Committee (EDAC) 2004 -2005 Action Plan VOTE REQUIRED: Simple majority BACKGROUND: See EDAC report. OPTIONS: 1. Adopt Resolution No. 04 -77 approving the EDAC action plan 2. Do not approve the EDAC action plan 3. Return to EDAC for further consideration. RECOMMENDATION: Option 1 • • • Lino Lakes Economic Development Advisory Committee (EDAC) Date: 6/14/04 To: Mayor and City Council From: EDAC Howard Juni, Chair Julie Schwartz, Vice Chair Don Gorowsky Fred Chase Jason Helgemoe Harvey Karth Toni Vacha Steve Rymer Kathy Hansmann RE: 2004 -2005 Action Plan EDAC periodically reviews and updates its working plan for economic development to ensure it continues to stay on track with the city's objectives and the mission statement of the committee to: Promote a diverse tax based by: • Encouraging a balance of land uses • Maintaining and encouraging the growth of existing businesses • Actively facilitating the development and redevelopment of quality commercial and light industrial development In the 12 years since the city developed an Economic Development Plan and established the committee, Lino Lakes has seen considerable growth in residential, industrial and commercial uses. EDAC's goal of relying less on the residential tax base is on track with its projections as stated in the Comprehensive Plan, with 8 percent of the tax base now commercial /industrial. In addition, many new jobs have been created, underutilized land is now generating taxes, and residents have more opportunity to spend their dollars within the community. Among the successes the city has realized in economic development: • Apollo Business Park is close to full buildout and much of it is now generating 0/1 taxes for the community. Emtech is the only owner - occupied business to leave the business park in 10 years and it was replaced by Synovis, a growing medical device manufacturer. The park • provided leasing opportunities for numerous small companies as well, and approximately 1,000 jobs were brought to the community. • A master plan was completed and a developer secured for a downtown Lino Lakes by holding fast to the vision of improving the city's identity, requiring high architectural standards, creating a community gathering place, providing diversity in housing, and opportunities for more retail and service business within the city. • Established anchor stores were brought to the Town Center area to provide much needed convenience to the residents, and to act as a catalyst for continued growth and development of the Town Center. • Responsible use of public incentives, including tax increment financing and tax abatement, proved productive in leveraging private investment in the community, with more than $21 million in industrial tax base now on the tax roles and many more millions projected in the near future. The 2004 -2005 action plan focuses on reordering some of EDAC's priorities based on realistic assumptions for growth and changing market demand. The goals that have been accomplished have given way to new opportunities. Some of the highlights of the action plan include: 1. Woods Edge (formerly the Village) is the committee's first priority. Not only will the development generate significantly more tax base for the community, it will provide additional opportunities by making the city a more desirable place to live and do business. EDAC supports continued commitment by the city council, including the responsible use of public incentives, to ensure this project is completed. 2. EDAC recognizes that the 35E corridor has tremendous development potential and promotes a city strategy for public involvement, long range master planning and public investment to ensure highest and best use of the corridor. 3. EDAC supports a Tong -range development and redevelopment strategy for the entire Town Center area around the 35W interchange. 4. In conjunction with Town Center development, an orderly plan for redevelopment of Lake Drive will enable the city to take advantage of opportunities as they arise. It is critical for the city to have a proactive implementation plan and financing strategies in place to promote redevelopment of blighted areas and relocation of nonconforming uses. 5. EDAC also places continuing emphasis on supporting existing business within the city, improving the image of Lino Lakes within the business and development communities, and making the city a friendly, responsive place to do business. The city is at a critical juncture in determining its future. Best management practices, the evolution of the needs and desires of the community, the creation of quality and balanced and use, are all issues that evolve over time as we learn and gain insight into what makes a city sustainable over time. • EDAC is seeking direction from the city council through approval of this action plan as an indication that the plan is in conformance with the city's policies and goals. • • • • ONE YEAR ACTION PLAN EDAC, 2004 A. TEAM 1. Economic Development Authority Mayor John Bergeson Council member Donna Carlson Council member Caroline Dahl Council member Jeff Reinert Council member Dan Stoltz 2. Economic Development Advisory Committee Howard Juni, Chair Julie Jeffrey - Schwartz, Vice Chair Fred Chase Don Gorowsky Jason Helgemoe Harvey Karth Steve Rymer Kathy Hansmann Tom Vacha 3. Community Development Staff Michael Grochala, Community Development Director Mary Alice Divine, Economic Development Coordinator Jeff Smyser, City Planner Jim Studenski, City Engineer Marty Asleson, Environmental Coordinator Dawn Bugge, Community Development Secretary 4. Consultants Springsted Kennedy & Graven SEH 1 • B. PROJECTS 1. Town Center Development (Woods Edge) 2. I -35E Corridor Development 3. Town Center Development 4. Lake Drive Development 5. Apollo Business Park C. PROGRAMS 1. Local Business Retention 2. Lino Lakes Promotional Program 3. Prospect Subsidy Evaluation 4. Economic Development Evaluation D. FUTURE PROJECTS 1. 49/J Redevelopment 2. 1 -35E /J Development • • • ONE YEAR ACTION PLAN PROJECTS 1. TOWN CENTER DEVELOPMENT (Woods Edge) 2003 REVIEW: Many of the strategies have been accomplished, but critical decisions ahead will determine the success of the project. A master developer, Hartford Group, completed a purchase agreement for the Tagg property and the city property. SEH was hired by the city to complete the design of public improvements. A redevelopment TIF district was approved for the Tagg property. The preliminary plat and rezone to PUD was approved, with the Calthorpe Design Standards as the governing standards for development. A public improvement feasibility study is underway. The YMCA continues to raise funds for the construction of a 45,000 SF facility. PURPOSE: Facilitate the development of Woods Edge as the focal point of the Town Center as "downtown" Lino Lakes based on the guiding principles established in the Calthorpe Master Plan. TIME FRAME: 2004 -2006 IIIASSIGNED TO: Community Development pment staff, EDAC, consultants STRATEGY: • 1 Recognizing this as the city's major economic development priority in 2004, support and promote a development agreement between the city and the developer that: a. Ensures development that meets the objectives of the Comprehensive Plan and the Calthorpe Master Plan. b. Completes the sale of the city -owned property. c. Recognizes the need for public financing to generate tax base well beyond what the site would generate if left to develop on its own, and also recognizes that this high quality development will make Lino Lakes a more desirable place to do business. d. Uses opportunities from additional tax base generated to finance public improvements, including the city's commitment to the YMCA, and improvements to Lake Drive and the 35W interchange. 3 • • 2. Complete the marketing program in coordination with developers to inform potential new commercial businesses of the unique opportunities available in Woods Edge. 3. Apply for 2004 Livable Communities Demonstration Program funding. 4. Continue working in partnership with the YMCA to complete plans for the construction of a facility. PROJECTED RESULTS: The Woods Edge project will incorporate public facilities into a mixed -use commercial /residential development center to provide municipal services, a physical sense of identity for the City, an active, pedestrian- oriented environment, and a profitable business center. A City initiative will use city facilities and the YMCA as a means to stimulate private development, increase the value of land along I -35W, enhance the City's tax base, and provide more direct control over the quality of development within the City. 4 • • 2. 35E CORRIDOR The 35E Corridor is a major commercial/industrial development opportunity with approximately 1,443 acres of land in the R -BR. The Clearwater Creek Development Center south of County Road 14 is still largely undeveloped. Highway improvements for County Road 14 east of 35E are scheduled for 2005. Major reconstruction of County Road 14 west of 35E and the 35E interchange is also being planned. Two large development opportunities are in early discussion stages. PURPOSE: Coordinate the planning of the 35E Corridor to ensure comprehensive policies for design, development and financing are in place to promote high quality commercial /industrial land uses. TIME FRAME: 2 -4 years ASSIGNED TO: Community Development staff, EDAC, consultants, council and boards STRATEGY: 1. Facilitate the development of Clearwater Creek Development Center as a generator of tax base to provide a source of public revenue for major infrastructure improvements on the 35E interchange. 2. Participate in the Master Planning process proposed by Benchmark Community Builder Collaborative to ensure the highest and best use for the 360 -acre site north and west of the interchange. 3. Promote the use of tax increment generated by new development to finance needed public improvements, thus promoting additional economic development. 4. Continue a productive working relationship with local landowners and jointly market land to private light industrial and commercial companies and developers. 5. Promote the redevelopment potential of the Clearwater Creek Development Center to enhance its marketability. 5 • • • PROJECTED RESULTS An integrated plan that is proactive in its approach to transportation improvements, land use, and greenway development to ensure this major development corridor is designed to foster high quality light industrial, commercial and residential use. This plan will allow the City to facilitate the orderly economic development of the eastern "door" to Lino Lakes to enhance the city's tax base. 6 • 3. TOWN CENTER DEVELOPMENT 2003 Review: PURPOSE: The Town Center is comprised of the four quadrants of the 35W /Lake Drive interchange. The Marketplace Development (northeast quadrant) saw the completion of a DQ Grill & Chill and a multi- tenant retail center. Discount Tires in under construction. Ryan Companies continues marketing space on the remainder of the Ryan site with the intent to build multi- tenant buildings. Apollo Center (northwest quadrant) is a multi- tenant center under construction. Facilitate the development of the Town Center area to ensure high quality mix of retail, service, restaurant and office space that services the needs of the residents and draws on the regional market for success. • TIME FRAME: 2004 -2006 ASSIGNED TO: Community Development Staff, EDAC STRATEGY: • 1. Continue to work with developers, landowners and prospects. 2. Identify redevelopment opportunities within the Town Center and recommend public investment strategies to facilitate redevelopment of blighted and underutilized land. 3. Continue long range planning efforts to integrate existing and new development through a mix of uses, connecting pedestrian walkways, architecture and landscaping. PROJECTED RESULTS: The Town Center will create a physical sense of identity for the City, and a profitable business center that will increase the value of land along I -35W, enhance the City's tax base. The will become the major shopping center in Lino Lakes and will create spin -off development along Lake Drive. 7 • 4. LAKE DRIVE DEVELOPMENT 2003 Review: An evaluation of the potential for a Redevelopment TIF District was completed for the sites west and north of the Target site. PURPOSE: Establish an environment that favors more orderly commercial and industrial growth on Lake Drive from Hodgson Road to Main Street in Lino Lakes. TIME FRAME: 2002 -2010 ASSIGNED TO: Community Development team STRATEGY: 1. Identify areas for redevelopment due to existing non- conforming conditions, compatibility problems or under - utilization of the site. 2. Facilitate the development of new mixed use retail and office centers on Lake Drive, including the city owned parcels (3 acres), by promoting redevelopment TIF to assist in the purchase and demolition of non - conforming uses. 3. Market and sell the city owned parcel on Lake Drive /Hodgson Road. 4. Identify opportunities to consolidate site access points and promote shared driveways. PROJECTED RESULTS: Development of Lake Drive from Hodgson Road to Main Street in a manner that realizes its full potential and meets the objectives for Lake Drive in the Comprehensive Plan 8 • 5. APOLLO BUSINESS PARK DEVELOPMENT 2003 REVIEW: One 10 -acre site and one 2.2 -acre site are available. Staff continues to work with Griffin Properties to market the sites. In addition, one 3- acre site is now available for resale. These parcels are within TIF District No. 1 -9, which was established in 1998 and does not have enough remaining capacity to provide assistance. TIF District No. 1 -7 was decertified, and $10 million in industrial tax base is now on the tax roles. Leasable space available has provided opportunities for numerous small companies to move to the city. Synovis (formerly Jer- neen, a medical parts manufacturer,) has become one of the city's largest employers. PURPOSE: Continue marketing the Apollo Business Park to full buildout. 411/ TIME FRAME: Two years ASSIGNED TO: City staff, EDAC STRATEGY: • 1. Facilitate the full development of the G.M. Development sites. 2. Initiate a meeting with business owners to discuss the development of an improvement plan for outdoor storage, trash containment, signage, lighting and landscaping. 3. Evaluate the cost/benefit of facilitating the development of the remaining parcels by establishing a new TIF District. PROJECTED RESULTS: Full development of Apollo Business Park, realizing the optimal tax base of approximately $40 million and close to one million square feet of light industrial space. 9 • ONE YEAR ACTION PLAN PROGRAMS 1. LOCAL BUSINESS RETENTION PROGRAM 2003 Review: PURPOSE: Staff features local business in city newsletter. Staff initiated discussion with Schwann's and Mountain Machine regarding relocation potential. Staff serves on board of directors of Quad Area Chamber of Commerce and promotes Lino Lakes businesses and networking opportunities through the Chamber. To provide an atmosphere of support and recognition of local business and industry's contribution to Lino Lakes and to encourage growth within the City. TIME FRAME: Annual ASSIGNED TO: EDAC and Economic Development staff • STRATEGY: 1. Continue initiating regular contact with businesses in Lino Lakes to develop a positive public /private relationship. 2. Encourage the use of public incentives to move incompatible existing businesses located within the city to compatible sites within Lino Lakes. 3. Continue updating the inventory of existing businesses for on- going communications. 4. Work with the local media to publicize achievements and contributions of local businesses within the community. 5. Work with the local Chambers of Commerce to provide additional support to local businesses. PROJECTED RESULTS: The program is expected to enhance communication between local businesses and the City to produce a positive business climate, support growth and retain industry within the City. Acting as a partner with local business will enhance the City's reputation for being receptive to quality economic development. 10 • 2. LINO LAKES PROMOTIONAL PROGRAM 2003 Review: Woods Edge has been in St. Paul Pioneer Press, Quad Press, two business monthlies and other media. Hartford Group has prepared preliminary promotional materials. A display of the project is in city hall. A documentation of C/l land was completed in 2002. PURPOSE: Focus the marketing /promotional campaign to effectively define the image Lino Lakes wishes to enhance, define the target audience, and communicate that image through a variety of public relations efforts. TIME FRAME: Annual ASSIGNED TO: Community Development staff, EDAC • STRATEGY: • 1. Develop a marketing plan and promotional materials with private development team to effectively communicate the Woods Edge development to the community, developer leads, the media and targeted businesses. 2. Complete documentation of commercial and industrial land uses for annual EDAC review and for marketing areas of the city available for commercial /industrial development PROJECTED RESULTS: The development of a Lino Lakes "image" as a community offering high quality housing, excellent business opportunities, good schools, and a country -like atmosphere close to the heart of the metro area. 11 • 3. PROSPECT SUBSIDY EVALUATION • • 2003 REVIEW.• PURPOSE: Regular review and evaluation the City's financing program as part of long range economic development planning to optimize the use of tax increment financing and other funding sources. TIME FRAME: Annual ASSIGNED TO: Finance Director /Economic Development Assistant STRATEGY: 1. Reevaluate the city's TIF policy to ensure it is compatible with the city's goals and objectives. 2. Prioritize the potential uses for business subsidies to ensure that the city's financial tools and limited resources are resulting in the highest potential development. 3. Continue public education regarding the appropriate use of financial tools to encourage development, the long -term benefits of city participation in commercial /industrial growth, and the need to ensure financial stability through a broad tax base that is less dependent on residential taxes. PROJECTED RESULTS: An ongoing evaluation of current and future uses business subsidies will promote development within the City in a manner that most effectively benefits the city's tax base. 12 • • • 4. ECONOMIC DEVELOPMENT EVALUATION PURPOSE: TIME FRAME: Periodic review and evaluation of city policies, plans and procedures to ensure the mechanisms available to the city are implementing the city's objective to strengthen the tax base. ASSIGNED TO: Community Development Staff, EDAC, P &Z, Environmental Board, City Council STRATEGY: 1. Support the city council in a periodic review of the city's Land Use, Transportation, Utilities and Growth Management Plan to determine if adjustments are necessary to meet the city's goals and objectives. 2. Encourage the involvement of citizens and business owners in public discussions if it is determined that periodic strategy realignment is necessary. PROJECTED RESULTS: Effective management practices that protect the city's natural resources, achieve economic sustainability and maintain high standards for growth and development. 13 • FUTURE PROJECTS 1. I -35E /COUNTY ROAD J 2. HODGSON ROAD /COUNTY ROAD J • • 14 • • • AGENDA ITEM 6B STAFF ORIGINATOR: Mary Alice Divine DATE: 6/14/04 TOPIC: Resolution No. 04 -78 authorizing application for a Opportunity Grant through the Livable Communities Demonstration Program Vote Required: Simple Majority BACKGROUND: As part of the city's participation in the Minnesota Livable Communities Act, funds are made available to cities to promote the purposes of the Act. Opportunity Grants are available to help projects in the predevelopment phase that show potential for supporting staged development, and centers with convenient access to transportation and transportation corridors. The goals of the program include: linking local and regional transportation systems; connecting housing and centers of employment, education, retail and recreation; and developing a range of housing densities, types and costs. As a part of the master planning process by Benchmark Community Builder Collaborative, the developer intends to complete an Alternative Urban Areawide Review (AUAR) of the 360 -acre site on 35E. An AUAR is a type of environmental assessment used to assess potential cumulative environmental impacts from future development covering a broad geographic area. The more traditional EAW method focuses on smaller - scale, project- specific assessments. The amount of available land on this regional corridor offers the potential for large -scale commercial and industrial projects. Often, when large sites are developed, the required environmental assessment is done in a piecemeal fashion, with each project looking only within the boundaries of its site. Staff has made application for an Opportunity Grant in the amount of $75,000 to expand the scope of the Benchmark AUAR to include approximately 1,400 additional acres along 35E from Cedar Street to 80th Street. This includes review of the 35E /CSAH 14 interchange area, the Clearwater Creek industrial area, and much of the Rural Business Reserve. In an AUAR, after environmental impacts are identified, a mitigation plan is prepared. As long as development projects in the AUAR study area follow the development patterns and mitigation guidelines contained in the AUAR, no further environmental review is necessary. A 25 percent local match is required if a city receives an opportunity grant. If Lino Lakes receives funding, the developer costs attributed to the Benchmark site AUAR would be the local match. OPTIONS: 1. Adopt Resolution No. 04 -78 authorizing application for an Opportunity Grant through the Livable Communities Demonstration Program 2. Do not authorize application for the grant. RECOMMENDATION: Option 1. • • • LIVABLE COMMUNITIES DEMONSTRATION ACCOUNT OPPORTUNITY GRANT APPLICATION FORM 2004 • • Office Use Instructions: Submit form and attachments by 4:30 p.m. on June 2, 2004. Use font size 11. Use of bulleted lists is encouraged. Do not attach a coversheet or use any graphic images on top of the application form. Limit application to 7 pages plus attachments, for a total of 10 pages. Project Information: Project Name: 35E Corridor Applicant (city or county): City of Lino Lakes Project Location (city): Lino Lakes Address (street boundaries or major intersection): I -35E Corridor between Cedar Street and 80th Street Primary Project Contact: Name: Title: Mary Alice Divine Economic Development Coordinator Address: 600 Town Center Parkway Phone: 651/982 -2423 Fax: 651/982 -2499 E -mail: mdivine @ci.lino- lakes.mn.us Authorized city or county official(s) - names and titles for contract execution John Bergeson, Mayor Gordon Heitke, City Administrator Project Summary In the space provided, summarize the issues you will address and your objectives and plans for the subject site. (Limit 20 lines) Benchmark Community Builder Collaborative (the developer) has begun a master planning process for a 360 - acre site along the 35E corridor in Lino Lakes (The Benchmark Site). This public process will include developer costs for an Alternative Urban Areawide Review (AUAR), market research, a survey, citizen workshops and field excursions. In addition, a one million sq. ft. regional showroom/warehouse is being proposed on another site on 35E, which will require an EIS. These sites are critical greenfield developments within this underutilized regional corridor. Often, when large sites such as this are developed, the required environmental review is done in a piecemeal fashion. Recognizing that the 35E corridor is a major growth area within the regional framework, the city is requesting assistance to enlarge the scope of the AUAR to include approximately 1,400 additional acres along 35E from Cedar Street on the south to 80th Street on the north. This includes: • 35E /County Road 14 interchange • Clearwater Creek Development Center (± 240 acres of undeveloped industrial property) • ± 240 acres of commercially zoned undeveloped land on the interchange • ±120 acres of land designated for medium and high density housing, and • ± 800 acres of Rural Business Reserve (land set aside for future commercial/industrial development.) The AUAR will identify future staged development scenarios and the impacts on traffic, regional infrastructure, ecologically sensitive resources, water use and stormwater runoff. It will evaluate the cumulative effects of development and formulate a mitigation plan. The result will be a framework for development that will interconnect housing, jobs and shopping, protect and enhance the natural resources, and identify transportation needs and regional sewer capacity. - 6 4 - 1. Project Funding Request and Timeline (Limit one page, landscape layout) Awards must be matched by a 25% local contribution, which can include in -kind and other contributions. Source of Local Contribution Benchmark Community Builders $7,500 0 . N m 000`Z$ o m c N o r' 0 � m o v 69 0 0 N m Request �� 69 69 00S`L$ 000`9$ 000`9$ $3,750 / 69 OSZ`Z$ k 7 000`SL$ End Date September 005 for all tasks TOTAL: TOTAL:: Start Date September 2004 .`\ Ye'.Z J p�T �k yid' iYgp Res `onstble Pei son s) Michael Grochala, City •f Lino Lakes .Yh Proposed Qutconligi Determine traffic and pedestrian nodes, air and noise impacts. Enhance connectivity, determine zoning and land use impacts. Determine water networks, and flows, mitigate against possible pollutants. Determine the impact of increased impervious surfaces. Wetland Delineation; location and identification of soils Evaluate land cover throughout the area to guide development. Determine sewer and water availability. Determine if rare species exist, provide plan of preservation. Evaluation of visual corridors looking interior and exterior of :he site. Task / Eli ':'ible Cost Transportation I►npacts Analysis Land Use Impacts Analysis Groundwater I►npacts Surface Water Impacts Soil Impact Analysis Land Cover and Agricultural Composition Regional and local Infrastructure Wildlife /Habitat Impacts Visual Analysis / \ }- • n - 6 5 - n m CN 3 4.1. Regulatory Status (start new page) A. Please mark (X) the boxes, as applicable, and briefly provide additional information as noted. If not applicable, place `NA' in the box. Will be Needed Underway Completed Completed NA Anticipated Date of Completion Comprehensive plan amendment. If needed, please describe: Master plans Summer 2005 for Benchmark Site An AUAR will not in itself require an amendment to the Comp Plan. It will not be known if an amendment is needed for the Benchmark Site until completion of the Market studies Master Planning process. The proposed land uses within that site call for industrial, and medium and high density housing. An amendment may be required to permit commercial uses also. X Zoning changes and variances. If needed, please list and include change to /from: Summer 2005 for Benchmark Site The Benchmark Site will likely be rezoned to Planned Unit Development once the master plan is complete. A significant portion of the enlarged AUAR site is zoned Rural Business Reserve and will be rezoned with development. The rest of the area is zoned commercial and industrial and should not need to be rezoned. B. Please mark (X) the boxes, as applicable. If underway, state anticipated date of completion. - Will be Developed Underway Completed Anticipated Date of Completion X Master plans Summer 2005 for Benchmark Site X Market studies Summer 2005 for Benchmark Site X Design standards Summer 2005 for Benchmark Site 3. Evaluation Criteria 3A. Describe plans or potential to address issues in the following areas for the project location. Be concise, keeping responses to 15 lines for each question. Al. Use Land Efficiently Will achieve this objective in ways such as: Developed Communities or locations: • Make cost - effective use of infrastructure and increase density. • Convert or reuse declining or underutilized lands to accommodate growth forecasts, ensure efficient utilization of infrastructure investments and meet community needs. Developine Communities or locations: • Convert or reuse declining or underutilized lands to accommodate growth forecasts, ensure efficient utilization of infrastructure investments, and meet community needs. Include land use patterns that will facilitate groundwater recharge to protect the region's water supply • 2030 regional population forecast is 59,803; average daily traffic forecast is 96,000 on 35E and 31,700 on the 35E interchange (based on CSAH 14 TAZ information). • Significant investment in reconstruction of the 35E bridge and CSAH 14 is forecasted. Anoka County, MnDOT and Lino Lakes will share costs. • An AUAR will determine greenway and water networks that enhance the living and working environment, preserve groundwater quality and improve stormwater runoff into the Rice Creek Chain of Lakes. • This is one of the last remaining undeveloped tracts on a major interstate so close to the heart of the metro area. A development framework can determine relationships between the parts, including pedestrian and vehicular nodes, site entrances, and scale of uses. - 6 6 - .2 Develop land uses linked to the local and regional transportation systems. Will achieve this objective in ways such as: Developed Communities or location: • Include land use patterns that support transit service and development. • Include local transportation, transit, pedestrian and bicycle investments to improve connections between workplaces, residences, retail, services and entertainment activities. Developinc Communities or locations: • Support the transportation needs of the planned build -out of the community. • Improve transportation connections and address /incorporate commuting issues such as park and rides, express bus service. • Include land use patterns to support transit development and service expansion The following transportation studies now underway: 1. A coalition of the cities of Lino Lakes, Centerville, Forest Lake, Hugo and Columbus Township, Anoka and Washington Counties and MnDOT have been meeting to develop a cohesive transportation system, balance land use and transportation, and identify, develop and support regional improvements. 2. Lino Lakes is part of a MnDOT initiated I -35 Inter Regional Corridor Study to develop a common vision and management approach to the corridor from I -694 north to Hinckley. 3. Lino Lakes is participating with Anoka County and MnDOT in a CSAH 14 Study from 35E to 35W through Lino Lakes and Centerville, including the 35E /CSAH 14 interchange. These studies are indicating a need for transportation systems upgrading. An AUAR will help to plan ahead of development to incorporate transit, park and rides, and coordinate land use activity. A.3 Connect housing and centers of employment, education, retail, recreation uses. Will achieve this objective in ways such as: Developed Communities or locations: • Provide infill development, redevelopment, and adaptive reuse of structures to connect housing and jobs, and integrate new development into existing neighborhoods. Seveloping Communities or locations: Build connections between workplaces, residences, retail, services and entertainment activities. A.4 Develop a range of housing densities, types and costs. Will achieve this objective in ways such as: Developed Communities or locations: • Integrate new housing into existing neighborhoods Developing Communities or locations: • Include housing planned to take into account population forecasts, existing housing stock, current and future community needs. An AUAR is precisely what is needed to ensure a development framework is in place that adheres to the principles of connectivity. A "big picture" approach will look at all the development that will occur within the area. Individual projects will need to follow the development patterns and mitigation guidelines contained in the AUAR. The following are just a few reasons an AUAR is important: • The 35E Corridor impacts more than just Lino Lakes. Connectivity with major housing developments in abutting Hugo and Centerville can be addressed. • The land use plan allows medium and high density residential, industrial and commercial activities. Integrating these uses can provide an environment where people can live, work and shop. • As a major commuter corridor with large undeveloped tracts of land, it provides an excellent opportunity to expand transit services, and build a park and ride. The city's land use plan contains ± 120 acres guided for medium and high density housing within the 360 -acre site that Benchmark Community Builder Collaborative —the same developer that master planned the Ramsey Town Center —is now master planning in Lino Lakes. The city has a modest amount of medium density housing and has plans for a town center on 35W that includes high density apartments, condos and townhomes. Because of the fractured nature of the city due to the regional park and two interstate freeways, the community seeks to provide this diversity in housing on its east side. This can be best accomplished by integrating it with surrounding uses, creating a transportation network that encourages integration, and meeting market demands. • 4 -67- A.5 Abate, prevent or remove point and non -point source pollution, and aaximize groundwater recharge through surface water infiltration. Will achieve this objective in ways such as : Developed Communities or locations: • Restore natural resources where feasible and appropriate. • Control and treat stormwater, as feasible and appropriate. Developing Communities or locations: • Abate, prevent or remove point and non -point source pollution; reduces soil erosion; protects or improves water quality; maximizes groundwater recharge through surface water infiltration. as feasible and appropriate. An AUAR will give the city the ability to address the following on a comprehensive scale: • The Benchmark Site is heavily drain tiled from agricultural uses. This is an opportunity to promote infiltration through the creation of surface water treatment trains to filter water and maintain predevelopment volumes. • Preserve and restore natural features to hydrological conditions that will support them. • Preserve an existing waterfowl habitat. • Provide buffers for Clearwater and Hardwood Creeks. • Investigate and mitigate outfalls, where pollution concentrates from agricultural and industrial uses. • Plant native landscaping along treatment trains and ponds. • Protect soils from compaction during construction. A.6 Replicability • Describe plans or potential for any of the project's land use elements (Al- A5) to be implemented elsewhere in your community Lino Lakes has suffered from piecemeal development in the past and hopes to reverse that course. Woods Edge, the planned downtown on 35W, is viewed as a break from the city's conventional approach to suburban development. That plan calls for residential, commercial, recreational and civic uses within a pedestrian friendly environment. Planning for development on 35E is an attempt to replicate the principles of integrated uses, auto /pedestrian balance, design quality, and environmental sustainability, to create places that withstand the test of time. But because of the scale of the development potential, an AUAR is a necessary step to get started on the right track. Future sites that will benefit from a "big picture" planning process: • Lake Drive redevelopment from CSAH 49 to CSAH 14. • A large sod farm in the northwest corner of the city. • 5 -68- 3B. Tools and Processes to Ensure Successful Outcomes (start new page) • .s .1 Describe current status, plans for, or potential to use processes and regulatory tools, such as zoning codes, design standards, development standards, etc., to implement the project • The Lino Lakes Comprehensive Plan was completed in 2002. • The city's zoning ordinances were revised to implement the Comprehensive Plan. • The Benchmark Site master plan will include design and development standards. • The city's Parks and Trail Plan is undergoing revision to focus on implementation strategies for park systems, greenway (natural open space) systems, and natural resource stewardship. • An Economic Development Tax Increment Financing District will be established in the industrial park to provide a funding source for the 35E infrastructure improvements. B.2 Describe current status, plans for or potential for public - private partnerships to implement this project. • The Benchmark Community Builder Collaborative will be funding its portion of the AUAR. • The master planning process for the Benchmark site will be 100 percent developer financed. • Tax base generated from the potential $1 billion development will leverage the city's ability to enhance the public realm. 3C. Community Support • Describe the local political and /or community commitment in supporting this project (e.g. city council initiatives or actions, community initiatives or participation). Describe any current or planned public participation processes (of residents, businesspersons and others) in developing the proposal. • A meeting in April 2004 kicked off the master planning process for the Benchmark Site. City Council and all its advisory boards participated in a workshop to discuss how the process will proceed. Next steps include: o Identifying key constituents o Involving citizens in a visioning process o Visiting precedent communities o Conducting market research o Communicating progress to the public o Sharing findings and building a consensus for a master plan. 6 - 6 9 - 3D. Other Evaluation Criteria • • Timeliness — describe any issues related to timeliness of the opportunity to accomplish this project (e.g. moving or closing of businesses in the site area, circumstances of a current opportunity to direct development consistent with city goals). • • It is critical to proceed with an expanded AUAR in 2004: • The Benchmark Site, long considered one of the most developable Greenfield sites in Lino Lakes, is under contract and the master planning process has commenced. • A major Midwest company is proposing to put a large showroom/warehouse along the corridor, which would require an EIS. • Large residential subdivisions in Hugo adjacent to the AUAR site area, including Victor Gardens and Waters Edge, are under development or in the planning stages. • Washington and Anoka Counties, MnDOT, Lino Lakes, Centerville, Hugo, Forest Lake and Columbus Township are working together to define the transportation needs and seek federal and state funding for transportation improvements in the 35E /CSAH 14 interchange area. 7 -70- City of Lino Lakes - 35E Corridor • Regional Infrastructure and 2020 Planned Land Use Planned Land Use Agricultural Rural Residential Single Family Residential Multi - Family Residential Commercial Industrial Mixed Use - Single Units Multiple Uses - Several Units Institutional Park and Recreation Open Space: Restricted Use Open Water Airports in the Regional System Regional Parks 111/ds, Railroads, Trails Railroads - Principal Arterial A Minor Augmentor - A Minor Reliever ..— A Minor Expander °�° -� A Minor Connector - B Minor Major Collector Minor Collector i- Regional Trails Sewers, Transit Sewer Interceptor Lift Stations Gravity Sewer Force Main Sewer - Bus Routes Bus Stops P Park and Ride Lots 444 Metropolitan Council -71- 0 1,0.,., x,000 3,000 4.000 5.000 CITY OF LINO LAKES 35E Corridor Site Detail o 900 1,800 Feet 7 f /I AUAR Boundary Showroom Warehouse Bench Mark Site MLCCS INE 10000 Artificial Surfaces and Associated Areas 1 20000 Planted or Cultivated Vegetation RE 30000 Forests � 4000D Woodland *r=* *! ^t 50000 Shrubland Vae 60000 Herbaceous 90000 Water Coordinate System (ft) Ramsey County, NAD 83 Source:City of City of Lino Lakes, Ramsey County, and SEH. • AGENDA ITEM 6. C STAFF ORIGINATOR: Jeff Smyser C. C. MEETING DATE: June 14, 2004 TOPIC: Second Reading, Ordinance No. 07 -04: Vacation of Two Ponding and Flowage Easements Oakwood View Rice Creek Covenant Church VOTES REQUIRED: 4/5 BACKGROUND An easement vacation requires a public hearing at the City Council and two readings of an ordinance. The City Council held the public hearing and approved the first reading of Ord. 07 -04 at the May 24 meeting. This is the second reading. Two "ponding and flowage" easements exist on the site. One is in the west central area of the site, in the area planned for future parking for the church. The other is to the east of the existing church building. The plan proposes to vacate both. The pond in the second easement will be redesigned to allow for the new access driveway. After approval tonight, the ordinance will be published June 22nd and become effective after 30 days, as required by the city charter. OPTIONS 1. Approve the second reading of Ordinance 07 -04. 2. Return to staff with direction. RECOMMENDATION Option 1 • • CITY OF LINO LAKES ORDINANCE NO. 07-04 AN ORDINANCE VACATING TWO PONDING AND FLOWAGE EASEMENTS ON THE SITE OF OAKWOOD VIEW AND THE RICE CREEK COVENANT CHURCH, 125 ASH STREET The City Council of the City of Lino Lakes, Anoka County, Minnesota does ordain: Section 1 Findings The City Council makes the following findings regarding the application to vacate two ponding and flowage easements: 1. The Rice Creek Covenant Church submitted an application to vacate two ponding and flowage easements on the site to be platted as Oakwood View. 2. The easements are described in Attachment A. 3. Development plans for the Oakwood View plat provide for adequate stormwater management for the site and the existing ponding and flowage easements are therefore unnecessary. 4. The City Council held a public hearing on the proposed vacation on _date, 2004. Section 3 The ponding and flowage easements described herein are hereby vacated. Section 4 That any person, corporation or city owning or controlling easements contained upon the property vacated reserves the right to continue maintaining the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove or otherwise attend thereto. Section 5 This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter. Passed by the Lino Lakes City Council this day of , 2004 ATTEST: Ann Blair, City Clerk John J. Bergeson, Mayor - 5 _ Lino Lakes Ordinance 07 -04, page 2 • • • ATTACHMENT A, Lino Lakes Ordinance 07 -04 Easements To Vacate - Oakwood View Easement One Commencing at the southwest corner of Lot 1, Block 3, Woodridge Estates, thence South 88 degrees 22 minutes 11 seconds East, an assumed bearing, with the south line of said Lot 1 same being the north line of the tract out of which these easements are to be granted, a distance of 84.05 feet; thence South 05 degrees 00 minutes 56 seconds West, a distance of 793.09 feet to the Point of Beginning; thence South 24 degrees 28 minutes 21 seconds East, a distance of 44.03 feet; thence North 75 degrees 01 minutes 06 seconds West, a distance of 30.00 feet; thence North 64 degrees 13 minutes 36 seconds West, a distance of 40.30 feet; thence North 60 degrees 56 minutes 41 seconds West, a distance of 52.28 feet; thence North 17 degrees 13 minutes 37 seconds East, a distance of 37.21 feet; thence North 36 degrees 56 minutes 52 seconds East, a distance of 40.84 feet; thence South 65 degrees 15 minutes 12 seconds East, a distance of 17.00 feet; thence South 34 degrees 16 minutes 42 seconds, East, a distance of 30.53 feet; thence South 32 degrees 17 minutes 06 seconds East, a distance of 23.67 feet; thence South 24 degrees 14 minutes 50 seconds East, a distance of 28.97 feet, to the Point of Beginning. Easement Two Commencing at the southwest corner of Lot 1, Block 3, Woodridge Estates, thence, South 88 degrees 22 minutes 11 seconds East, and assumed bearing, with the south line of said Lot 1 same being the north line of the tract out of which these easements are to be granted, a distance of 84.05 feet; thence South 03 degrees 10 minutes 11 seconds East, a distance of 1003.12 feet to the Point of Beginning; thence South 47 degrees 20 minutes 30 seconds East, a distance of 40.88 feet; thence South 54 degrees 50 minutes 28 seconds East, a distance of 44.83 feet; thence South 35 degrees 03 minutes 26 seconds East, a distance of 22.00 feet; thence South 30 degrees 59 minutes 37 seconds East, a distance of 18.02 feet; thence South 79 degrees 54 minutes 48 seconds West, a distance of 27.09 feet; thence South 84 degrees 34 minutes 51 seconds West, a distance of 53.65 feet; thence South 09 degrees 06 minutes 38 seconds West, a distance of 40.00 feet; thence South 00 degrees 28 minutes 06 seconds East, a distance of 55.83 feet; thence South 11 degrees 34 minutes 32 seconds West, a distance of 21.32 feet; thence North 65 degrees 33 minutes 21 seconds West, a distance of 26.00 feet; thence North 48 degrees 17 minutes 18 seconds West, a distance of 43.74 feet; thence North 48 degrees 22 minutes 05 seconds West, a distance of 37.15 feet; thence North 36 degrees 31 minutes 22 seconds East, a distance of 27.63 feet; thence North 28 degrees 26 minutes 19 seconds West, a distance of 18.21 feet; thence North 83 degrees 01 minutes 19 seconds East, a distance of 38.47 feet; thence North 47 degrees 22 minutes 44 seconds East, a distance of 26.94 feet; thence North 29 degrees 20 minutes 01 seconds East, a distance of 37.00 feet; thence North 03 degrees 53 minutes 23 seconds East, a distance of 31.50 feet; thence North 00 degrees 49 minutes 02 seconds West, a distance of 23.64 feet, to the Point of Beginning. - 7 6 - Lino Lakes Ordinance 07 -04, page 3 STAFF ORIGINATOR: C. C. MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND AGENDA ITEM 6D James E. Studenski, City Engineer _ June 14, 2004 Public Hearing: Ordinance No. 09 -04 Vacation Of Drainage and Utility Easements, Government Lot 6 Millers Crossroads 4/5 The Millers Crossroads Final Plat was approved by the City Council on January 14, 2004. The original property included street, storm sewer, drainage and utility easements in the southeast corner of the parcel. These underlying easements are no longer necessary because the Millers Crossroads plat includes new easements and right -of -way that cover this area. It is common and prudent to vacate the unnecessary underlying easements. This avoids tangled title work in the future. The easements to be vacated are Document Numbers 1352614 and 1360627. These easements are being replaced by Outlot 0 and right -of -way from the Millers Crossroads plat. The city charter requires a public hearing and approval by ordinance to vacate city easements. This is the first reading. If this first reading were approved, the second reading would occur at the June 28th City Council meeting. OPTIONS 1. Open public hearing, take comment, and close public hearing. 2. Approve the first reading of Ordinance 09 -04, vacating existing easements. 3. Return to staff with direction. RECOMMENDATION Options 1 and 2 • CITY OF LINO LAKES ORDINANCE NO. 09-04 AN ORDINANCE VACATING CERTAIN STREET, STORM SEWER, DRAINAGE AND UTILITY EASEMENTS DOCUMENT NUMBERS 1352614 AND 1360627 The City Council of the City of Lino Lakes, Anoka County, Minnesota does hereby ordain: Section 1 The City Council makes the following findings: 1. That a public hearing was held on June 14, 2004 before the City Council after due published and posted notice had been given 2. The City approved the final plat for Millers Crossroads with Resolution 03 -24.. 3. Street, storm sewer, drainage and utility easements dedicated to the City with the Millers Crossroads final plat are sufficient. The underlying easements are not necessary. 4. It is in the best interest of the City to vacate these unnecessary easements. Section 2 Any person, corporation or city owning or controlling easements contained upon the property vacated reserves the right to continue maintaining the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove or otherwise attend thereto. Section 3 The easements are described as follows: All street, storm sewer, drainage and utility easements as shown on Document Numbers 1352614 and 1360627 on file and of record in the office of the County recorder, Anoka County, Minnesota Section 4 The street, storm sewer, drainage and utility easements described in Section 3 is hereby vacated. Section 5 This Ordinance shall be in full force and effect from and after 30 days following its passage and publication, in accordance with the City Charter. Passed by the Lino Lakes City Council this day of 2004 ATTEST: Ann Blair, City Clerk John J. Bergeson, Mayor coo 1 1 I I g 1 M- _51Ti Ti a , °' avow. 7CVM 3r4n 3� -avoa aaldM 1• L to fiC l to•LLflo toi no o•F� ter te r H-LYYd ) VMS1PO ms J • f r WI • YT;;3O QVON • bi Baal4.aseasos ca • NOSCCOH r _ h:oSOQOHL . • • • 1 , T =�s e 1 F� 15° - Sz !� n -mi 5 CI n= iii ad SE `d' " 0E0,1 1 • -79 EXHIBIT B EASEMENT DESCRIPTION A perpetual easement for drainage, utility and storm water ponding purposes over, under and across the south 170.00 feet of the east 210.00 feet of Government Lot 6, Section 30, Township 31, Range 22, Anoka County, Minnesota. Together with a temporary easement for construction trailers, staging and stockpiling purposes over, under and across the east 133.00 feet of the south 315.00 feet of the north 375.00 feet of said Government Lot 6. Subject to the rights of the public for Ware Road and subject to Birch Street accordin to ANOKA COUNTY HIGHWAY RIGHT -OF -WAY PLAT NO. 11. g Total perpetual easement area = 35,700 square feet + / -.. Encumbered easement area = 5,610 square feet + / -. Unencumbered easement area = 30,090 square feet + / -. Total temporary easement area = 41,895 square feet + / -. Encumbered easement area = 10,395 square feet + / -. Unencumbered easement area = 31,500 square feet + / -. Said temporary easement expires April 30, 1999. Ware Road Project Parcel 51 STAFF ORIGINATOR: C. C. MEETING DATE: TOPIC: VOTE: AGENDA ITEM 6 E Jeff Smyser June 14, 2004 Resolution 04 -84: Denying Application for • Comprehensive Plan Amendment • Rezoning • Allocation of MUSA Reserve • Preliminary Plat Fox Den Acres 3/5 BACKGROUND Royal Oaks Realty has requested approval of single family residential development called Fox Den Acres. The comprehensive plan guides the majority of the site for low density residential use and it is zoned R -1. The request includes an amendment of the comprehensive plan, rezoning, MUSA reserve allocation, and a preliminary plat. This would allow the development to extend beyond the boundary of the area currently guided for development to provide for an additional eight lots. There are several challenging design issues including a "ponding and flowage" easement, single access point due to past development designs, the growth management policies, and wetlands. The City must consider these issues in the project design while acknowledging that most of the property is guided and zoned for development, and has been for some years. There is usable upland outside of the growth boundary and the applicant wishes to utilize this upland. To accommodate the proposal, the following approvals are necessary: 1. Comprehensive Plan Amendment for areas outside current Low Density Sewered Residential and Stage 1 growth areas 2. Rezoning of areas outside current R -1 zone, from Rural to R -1 3. Allocation of MUSA Reserve to areas outside current growth boundary 4. Preliminary Plat ANALYSIS Comprehensive Plan, Land Use and Zoning The table below identifies the existing land use and zoning as well as guided land uses for the area. • • Fox Den Acres page 2 Location Existing Land Use Guided Land Use Existing Zoning Site * vacant 40 acres: Low Density Sewered Resid. and Low Density Unsewered Resid* 40 acres: R -1, outside the 40 is Rural* North radio tower and other communication facilities Low Density Unsewered and Sewered Residential R -1 South wetland Low Density Unsewered Resid. Rural East wetland Low Density Unsewered Resid. Rural West single family residential Low Density Sewered Resid. R -1 *The majority of the site, a 40 -acre square, is guided for Low Density Sewered Residential land use (up to three units per acre), is within the stage 1 growth area (pre2010), and is zoned R -1. However, the proposed plat extends beyond the growth area, MUSA, LDSR area, and R -1 zone. Areas outside of the 40 acres is guided Low Density Unsewered Residential and is zoned Rural. The following is a summary of the of the proposal's density: Gross Site Area 50 acres Upland Area 38 acres Total Lots 64 Gross Density 1.28 units /acre Net Density 1.68 units /acre Growth Management: MUSA Reserve: The comprehensive plan and the growth management policy establish a specific number of MUSA acres for residential growth for stage one (prior to year 2010). Most of the site is within the current MUSA. However, the plat extends beyond the existing MUSA on the east and south edges, so MUSA reserve allocation is needed for those areas. On the southwest edge, approximately two acres of the house lots are outside the MUSA and growth area (parts of Lots 9 -13, Block 4). On the eastem edge, about two acres of lots are outside the MUSA and growth area (Lots 23 -27, Block 4). Therefore, about 4 -5 acres of MUSA reserve would be needed. As shown in the table at the end of the report, MUSA allocation is possible in 2005 without exceeding the annual goal. Growth Management, Units/Year: The comprehensive plan and the growth management policy establish a specific number of dwelling units of residential growth for stage one (prior to year 2010). The goal is 147 per year. The City Council has the flexibility to exceed the limit by 20% (29 units) in a year without amending the comprehensive plan. • Fox Den Acres page 3 The goal for 2004 has been exceeded and the additional 20% also has been used. This means that additional new development cannot be final platted until 2005 and then would need the extra 20 %. This applies to this project. As seen in the table at the end of this report, no more than 34 lots could be allowed for year 2005 if other applications proceed.. This is about half of the project. Premature Subdivision Criteria: The subdivision ordinance is one of the City's official controls designed to implement and support the policies in the comprehensive plan. Section 1002 -6 of the ordinance lists criteria for determining if a proposed development is premature. These include consistency with the land use plan, including the staged growth area boundaries. The applicant's position is that the growth area boundaries area likely were drawn to approximate the developable area. There is usable upland beyond those mapped lines, and it is reasonable to utilize the upland, which includes the area proposed for parkland. The City currently is beginning a discussion of the comprehensive plan and the implementation tools such as the growth management policy and the subdivision and zoning ordinances. With the strict controls that currently are in place, it is difficult for staff to support development beyond the mapped growth boundaries, particularly with the ponding and flowage easement that is there and the City's desire for some greenway. These two issues are discussed further below. Lots: The minimum lot size in an R -1 zone is 10,800 sf. Minimum lot width is 80', minimum lot depth is 135'. All lots meet these requirements. As noted above, several lots are outside the growth area and MUSA. Streets, Access, Parking: Fox Road is the only access point for this site. Extending Fox Rd. as proposed would exceed the maximum cul de sac length of 500' unless a future outlet /connection is included. Wetland extends to the east and south for more than 1000'. There is no possible additional connection on the west because the existing homes of Reshanau Lake Estates South 4th Addn. (Hindsight shows that Deerwood Lane should have been designed to provide a connection to the east at its southern end instead of curving west into a cul de sac. This is no longer an option, however.) The 500' radio tower on the north is likely to stay. The proposed road stub to the north of the plat avoids the tower property. Land to the north of the stub does have on it several communication facilities such as satellite dishes and the like, but nothing so imposing as the tall tower. It seems possible that a road could extend to the north where pictured if these facilities were removed in the future. That area includes upland, though it is impossible to know how much without an actual delineation. A "ghost plat" of the area indicates there is the possibility of fitting in a road and some lots. The City typically does not allow islands in cul de sacs due to maintenance and plowing issues. In addition, the northern road stub must accommodate a temporary cul de sac. • Fox Den Acres page 4 Fox Road leads to Deerwood Lane and West Shadow Lake Drive. Both lead to Birch St. Deerwood is a local street, West Shadow Lake Drive is a collector which runs from Birch St. to 6211d St., both of which are collectors. Traffic: The developer submitted a traffic study. The original study did not recognize the completion of West Shadow Lake Drive through to 62nd. St. or the reconstruction of 62nd St. The study assumed all traffic from the new development will follow Deerwood Lane to Birch St. The amended study takes into account the current and planned roadways. The result is that the Birch St. approach and intersection will continue to operate at a level of service C. Parks, Open Space: The proposal includes the dedication of 6.79 acres of parkland. The current (1992) park plan does not anticipate a park in this location. The plan does envision a "linear trail corridor" from the neighborhood on the west, across the northern part of the site, and leading to Birch Park to the east. This trail was envisioned to be part of what we currently refer to as a "greenway ". A greenway is a corridor of protected open space managed for conservation and recreational purposes. The comprehensive plan includes a greenway map (see attached detail). The City has no automatic ownership rights within areas envisioned as greenways. Greenway corridors on the map are conceptual and are to be refined through the development review process. The greenway map includes the entire project site within a greenway. The City has begun the process to update the parks and trails plan. The new planning effort will address open space that is not part of active use parks. The planning process will include discussion on the different types of open space— active recreation parkland and passive space with natural resource preservation goals —and how they do or don't fit into the community's future. The goal is to complete that plan in 2004. The 1992 park plan has not been implemented as envisioned, largely due to the lack of consensus on how to accomplish its goals. The lack of consensus on how to achieve the greenway vision laid out in the comprehensive plan is further manifestation of the need to address these concepts. The intent of the new parks and open space planning effort is to resolve these issues. We can say that it would be physically possible to retain some greenway along the south and east edges of this site and make progress on the creation of a linear trail corridor. This could involve cooperating with the developer and possible granting some flexibility on lot sizes and/or other design elements. The proposed plan substitutes the park (Parcel B). This would provide a possible connection to the northeast. The Park Board discussed the project at its May 3rd meeting and recommended only a cash dedication. The subdivision ordinance includes park dedication requirements. Park dedication is $1665 per residential unit. The Park Board's view was that the proposed park is marginal land and can't be used for active park purposes. • Fox Den Acres page 5 Utilities: Sanitary sewer and water service will connect to existing facilities in Fox Road. As of May 6th, the analysis of the water system was pending to determine if pressure and circulation are adequate for this development. If not, this project is premature. Grading and Stormwater Management: Stormwater ponds will be created in several locations on the site. There are unresolved questions regarding if the ponds will function as proposed due to high water elevations relative to surrounding wetlands. This requires geotechnical tests to determine ground water elevation. As of May 5th, we have not test data. The drainage design along the western edge must not impact the existing homes. Several lots are noted for "custom grading." However, we do need to ensure that the grading plan establishes fundamental grading parameters in these areas. Further information must be supplied. Drainage and utility easements will need to cover the ponds and stormwater facilities. Easements also must be platted along all the external property lines. The project requires the approval of the Rice Creek Watershed District. The District approved the wetland delineation, but we have no documentation of further project approvals. Existing City Easement: The project also proposes the partial vacation of an existing ponding and flowage easement held by the City. This easement covers most of the land to the east and south of the site, which comprises a large wetland area. A 100' strip (approx. one acre) of the easement would need to be vacated on the eastern side of the plat. This also would include triangle on the south (about 0.8 acre, within the 40 -acre area), and some narrow strips elsewhere in the proposed plat. This easement vacation is an issue because of the additional area proposed for development outside the existing MUSA and growth area. The vacation of the flowage easement would be necessary if the additional growth area is approved. The City looks carefully at requests to vacate such easements. We require that the applicant prove that the easement is not necessary and that the vacation will have no negative effect. The only reason to vacate the portion of the easement on the east edge of the project would be to provide for the additional lots outside the growth area and MUSA. On the south, lots can be created within the growth area with the easement in place, though perhaps fewer of them. It does not appear that the vacation is justified with the proposal as submitted. ENVIRONMENTAL BOARD The Environmental Board reviewed this application on March 31St. Recommendations are attached. The recommendations include pursuing a conservation development, with design flexibility, to facilitate a greenway corridor along the south and east sides of the site. • • • Fox Den Acres page 6 PLANNING & ZONING BOARD The P & Z held a public hearing and voted to deny the application at its May 12 meeting. OPTIONS 1. Approve the project, including the four elements: a. Comprehensive Plan Amendment b. Rezoning c. Allocation of MUSA Reserve d. Preliminary Plat 2. Deny the project by approving Resolution 04 -84. 3. Return to staff with direction. (The deadline for city action is July 9. This would allow only the June 28 city council meeting for a final decision unless the applicant extends the review.) RECOMMENDATION Option 2 • The City's growth management policy and subdivision ordinance prohibit development outside of defined growth boundaries. The proposed plat extends beyond the stage 1 (pre - 2010) growth area, the MUSA, the Low Density Sewered Residential land use area, and the R -1 zone. The proposer requests amendments to the comprehensive plan and zoning map to accommodate the extra 3 -4 acres of development. It also would require the vacation of parts of a ponding and flowage easement. There is no clear justification for these actions other than to increase developable area. • Section 1002 -6 of the subdivision ordinance lists criteria for detemlining if a proposed development is premature. These include consistency with the land use plan, including the staged growth area boundaries. A project that is inconsistent with these criteria is premature. • We do not yet know if water service is adequate. If it isn't, the project is premature. • - 8 7 - ti r r r O) N CA N CA N ° ti 0) T O N ° N- g; N O C J E N M i. p O O N O 7g P O LN O N r T ! 561 O r CO N N r r r 'Cr N O r CY.) T CO r ty- O O CO CMD O M M m CO O C) in O T 2005 N r O T' 18f O r 341- N CD h T In O r 0 ! 56 O O !` r d- N C9 ti N LC) (9 LC) T O O r CO N N N r r CO 'a, S.• 10 U) E N a L 0 co r O 249 r 0 56 O CO N T N O r r N 0 r CO r CO r 'C` CID N approved prelim. plats 'Ravens Hollow Haley Manor (10 new lots) Crystal Cove Millers Crossroads Lakeview Estates (2 new) C O w O C G) 'Pheasant Hills Pres. 13th proposed Justin's Preserve I Marshan Estates Rice Creek Church duplex Rice Church: Oakwood View 1Highland Meadows East 2nd Pheasant Hills 12th island !Rick Carlson /Rehbein lot Fox Den Acres !Junes Addn O - 8 7 - ti r r r O) N CA N CA N ° ti 0) T O N ° N- g; N O • 1 TOTALI O I.0 N I• O a) I� e} t� o N 0 N cn n C t[y r r CO ti O, CS O M remaining -7.0 0.0 20.4 30.6 26.6 36.0 36.0 2007 2008 O O p O CD O 0) 2005 2006 co (0 c) 'f' L) (0 O CO co uo co r M . O O uy c0 co' N C O N O to C' r r O O N ti O 0 O CO RESIDENTIAL MUSA ALLOCATION 2003 co CO I-- N r co co °' tl' annual target IStoneybroolc Century Farms North Ravens Hollow Justin's Preserve 'Junes Addition West Shadow Ponds 2nd Addn Fox Den Acres To O O r • CITY OF LINO LAKES RESOLUTION NO. 04 -84 RESOLUTION DENYING AN AMENDMENT OF THE COMPREHENSIVE PLAN, DENYING A REZONING, DENYING ALLOCATION OF MUSA RESERVE, AND DENYING A PRELIMINARY PLAT FOX DEN ACRES WHEREAS, the City has received applications for developing an area known as Fox Den Acres; and WHEREAS, the development requires approval of: an amendment to the comprehensive plan, a rezoning from Rural to R -1 Single Family Residential, the allocation of Metropolitan Urban Service Area (MUSA) reserve, and a preliminary plat; and WHEREAS, the City Council makes the following findings: 1. A public hearing was conducted before the Planning & Zoning Board. The Board opened the public hearing on April 14, 2004, continued it, and closed the hearing on May 12, 2004. The City's growth management policy and subdivision ordinance prohibit development outside of defined growth boundaries. The proposed plat extends beyond the stage 1 (pre -2010) growth area, the MUSA, the Low Density Sewered Residential land use area, as defined by the comprehensive plan. The project also extends beyond the R -1 zone. The proposer requests amendments to the comprehensive plan and zoning map to accommodate the extra 3 -4 acres of development. It also would require the vacation of parts of a ponding and flowage easement. There is no clear justification for these actions other than to increase developable area. •• 3. Section 1002 -6 of the subdivision ordinance lists criteria for determining if a proposed development is premature. These include consistency with the land use plan, including the staged growth area boundaries. A project that is inconsistent with these criteria is premature. 4. We do not yet know if water service is adequate to serve the development. Without adequate service, the project is premature. NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby denies the application for an amendment of the comprehensive plan to change land from Low Density Unsewered Residential to Low Density Sewered Residential and to change the stage 1 growth area boundary. BE IT FURTHER RESOLVED, that the City Council also denies the application for MUSA reserve allocation. OE IT FURTHER RESOLVED, that the City Council also denies the application for a zoning amendment to change the zoning of land from Rural to R -1 Single Family Residential. BE IT FURTHER RESOLVED, that the City Council also denies the application for a preliminary plat. - 8 9 - • Passed by the Lino Lakes City Council this day of 2004. John J. Bergeson, Mayor ATTEST: Ann Blair, City Clerk • • • Memorandum DATE: April 9, 2004 TO: Jeff Srnyser FROM: James E. Studenski, City Engineer RE: Fox Den Acres P(4:1)1 Attached is the TKDA review dated April 8, 2004, of the submitted documents for the proposed development. The following comments must be addressed prior to final approval given for this project. Please contact me with any questions. 600 Town Center Parkway - 9 1 - akes, Minnesota 55014 -1182 Phnna• ArCI- QR ?- 1211111 • F,v• 1 O , ,,1O° . Tr,r- r_r, no-. TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: James E. Studenski, P.E. Copies To: From: Scott A. Brink, P.E. Date: April 8, 2004 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com Reference: Engineering Review of Fox Den Acres City of Lino Lakes, Minnesota Owner/Developer: Royal Oaks Realty Comm. No. 12976 -002 A review for the above proposed development has been conducted, based upon the following: 1. Full -size and half -size Plan sets (six sheets) that include the following: a. b. c. d. e. f. Certificate of Survey dated March 10, 2004 (E.G. Rud and Sons, Inc.). Resource Inventory Survey dated March 10, 2004 (E.G. Rud and Sons, Inc.). Preliminary Plat dated March 10, 2004 (E.G. Rud and Sons, Inc.). Grading Plan dated March 10, 2004 (E.G. Rud and Sons, Inc and Plowe Engineering, Inc.). Preliminary Tree Preservation Plan dated March 10, 2004 (E.G. Rud and Sons, Inc.). Preliminary Utility Plan dated March 10, 2004 (Plowe Engineering, Inc.). 2. Storm Sewer Design Worksheet dated March 10, 2004. 3. Pipe Calculation Worksheet dated March 10, 2004. 4. Proposed Storm Drainage Area Map received March 11, 2004. 5. Wetland Delineation Report dated October, 2003 (Earth Science Associates, Inc.). 6. 2 -year, 10 -year, and 100 -year Drainage Calculations dated March 4, 2003 (Plowe Engineering, Inc.). 7. Proposed Site Drainage Area Map received March 11, 2004. 8. Existing Site Drainage Area Map received March 11, 2004. 9. Traffic Input Report for Fox Den Acres prepared by TDI (March 2004). General 1. The proposed project area is located south of Birch Street and east of Deerwood Lane, at the east termination point of Fox Road. The total property area is 50 acres. It is proposed to install streets, sanitary sewer, water, and storm sewer to serve 64 single family residential units. 2. Of the 50 acres, approximately 75% is upland or developable, while the remainder is pockets of . wetlands scattered throughout the property or portions of DNR Wetland No. 565P, which borders the south and east edge of the properties. According to the information provided, the Ordinary High Water Level of the wetland is 893.0, and the Flood Zone limits have been indicated on the survey in An Employee Owned Company I - 9 2 -Affirmative Action and Equal Opportunity Engineering Review Page 2 April 8, 2004 Fox Den Acres OCity of Lino Lakes, Minnesota accordance with the local Flood Insurance Rate Map. A ponding and flowage easement in favor of the City of Lino Lakes, corresponding roughly to the Flood Zone limits, is also indicated on the Plan. A Letter of Map Amendment (LOMA) will ultimately be required to perfoiiii the improvements as proposed. 3. Ordinary and High Water Elevations for the remaining wetlands on the site have been provided. The wetland sizes and water elevations vary throughout the site. The wetland boundaries were performed by Earth Sciences in September 2003. 4. A Resource Inventory Survey has also been prepared for this site. The site is generally undulating with mixtures of wooded areas, pasture, and wetlands. Soils are generally fine sands and fine sandy loams with the exception of areas of muck in the vicinity of the lower flood plain areas. The soils indicated are from the Soil Survey by the USDA Soil Conservation service. However, actual soil borings, including groundwater elevations have not been provided. 5. MUSA Boundaries: A majority of the proposed subdivision is within the MUSA Boundaries. However, Parcel B along with Lots 23, 24, 25, and 27 in Block 4 on the easterly side of the subdivision are not within the MUSA service area. Thus, utility services can not be provided to these four lots at this time based on current MUSA Boundaries. The Developer will need to discuss with City Staff the implications of the MUSA restrictions. For example, the location of a temporary cul- de -sac and/or other utility placement may be necessary. Also, Parcel C along with portions of Lots 9, 10, 11, 12, 13, and 18 are outside the current MUSA service area. The MCES staff will need to be consulted to determine if there are service restrictions in these circumstances. Grading and Drainage 1. A General Stormwater Discharge Permit, Minnesota Pollution Control Agency (MPCA), will be required in accordance with the most current requirements of NPDES Phase II and State of Minnesota regulations. All NPDES regulations and requirements in accordance with the MPCA shall be adhered to, including submittal to the City of a Stonnwater Pollution Prevention Plan (SWPPP). Sedimentation and Erosion Control must be enforced at all times during the course of all grading and utility work. This includes the establishment of silt fence around all graded and disturbed areas, and the sweeping of streets on a regular basis, and as directed by the City. In the event the Contractor does not maintain erosion control as required, any costs incurred by the City as a result will be withheld from escrows or other monies due. It is strongly suggested that a note be added to all construction Plan sheets (including grading, streets, and utilities) reminding the Contractor to address erosion control requirements be added to all grading and erosion control sheets. The Grading Plan indicates that wetlands shall be replaced at a 2:1 ratio per requirements of the Wetland Conservation Act. At this time, it does not appear that any filling into the Flood Plain is proposed. The Plans also must be approved by the Rice Creek Watershed District (RCWD). A permit application has been submitted to RCWD (Permit No. 04 -039, dated March 12, 2004). RCWD has determined the application to be Incomplete, pending the receipt of several additional items. All requirements of the RCWD must be met. Engineering Review Page 3 April 8, 2004 OFox Den Acres City of Lino Lakes, Minnesota 4. Minimum grades and slopes must be provided and shown on the Plans as follows: 0.5% for streets (including curb and gutter), and 2.0% for turfed/non -paved areas including all swales and slopes. 5. Proposed house pad information, including floor elevations are provided on the Plans, including the City's requirements for floor elevations. The minimum lowest floor must be the greater of 2 feet above the HWL, 4 feet above the NWL, 4 feet above the groundwater elevation, and 1 -foot above the emergency overflow. The emergency overflow elevation and location is shown on some but not all ponds. In addition, it appears that at least some of the units do not meet the minimum 4 feet separation from the NWL. The emergency overflow information must be provided at all locations on the Plan, and the proposed floor elevations shall be reviewed and adjusted as needed. The Grading Plans shall specify that all house pads on filled areas shall be designed by a registered Professional Engineer (per geotechnical recommendations) and approved by the City of Lino Lakes. 6. The submittal of a geotechnical and groundwater investigation and report is essential for determining pond capacities and minimum low floor elevations. For example, the Ordinary High Water Elevations of many of the existing wetlands are higher than the lower elevations of some of the proposed NURP /detention ponds. This must be investigated further to assure that drainage will function as required. 7. At Lot 17, Block 4, it is indicated that a future retaining wall will be needed. A wall location and additional information to clarify must be provided. 8. On the Preliminary Plat, drainage and utility easements along all property lines shall be provided per typical detail provided. In addition, drainage easements shall be provided around all wetland and detention areas to cover the 100 -year levels and provide access for maintenance vehicles /equipment. 9. At least three of the lots are indicated as "custom graded ". Additional grading information shall be submitted. 10. A Certified As -built Survey shall be provided by the Developer's Engineer upon completion of grading, certifying that all grading complies with the Grading Plan. This Certification shall be required prior to the issuance of any building permits. Final certification that the grading meets City requirements for adequate drainage and minimum slopes will be required prior to the issuing of building permits. Percent grades shall be shown on the Plan. 11. Storm Sewer System and Drainage Calculations: a. Existing condition computations are acceptable. Proposed condition curve numbers and time of concentration are acceptable. However, the discharge rates from the proposed 2 -, 10 -, and 100 - year design rainfall events cannot exceed the existing conditions discharge rates. It is helpful to provide a discharge rate comparison table with the revised discharge rate calculations. b. The City Standard for storm sewer systems is the 5 -year rainfall event for this type of residential development. However, a 10 -year design storm system will also be accepted. c. Minimum stoim sewer pipe full velocity is 3 feet per second; 2.5 feet per second was used on the submitted Plans and calculations. Engineering Review Page 4 April 8, 2004 Fox Den Acres • City of Lino Lakes, Minnesota ' d. The following storm sewer structures do not have enough cover: 3, 4, 22, and 23. Streets and Trails 1. Access to this property is proposed from only one location, from Fox Road just east of its intersection with Deerwood Lane. This essentially results in a very large "cul -de -sac" or single point access for the entire Development. The extension of Fox Road through the property considers further extension to the north in the future. However, it is unknown at this time when and if such a second access into the site would happen. Traffic levels of service, safety, and impacts to existing streets and intersections shall be addressed to the City's satisfaction. Comments regarding the Traffic Study are provided further in this report. 2. A park and trail loop are proposed in the northeast corner of the property (Parcel B). The City's Comprehensive Plan provides for a regional trail linkage between Reshanau Lake Estates and Birch Park in this area. It is recommended that provisions for the trail link be investigated further as part of this Development. 3. The street layout as proposed on the Preliminary Plat appears to attempt to limit impacts to existing wetlands. However, some filling of wetlands is proposed, and mitigation will be required. As previously mentioned, the Plans shall be subject to the review and approval of the Rice Creek Watershed District in accordance with the Wetland Conservation Act. 4. Further details regarding the streets and trails shall be provided on the Plans, including a typical street section, pavement section required, street widths, radii, type of curb, etc., all in accordance with City of Lino Lakes standards. As mentioned in comments under Utilities, a Detail Sheet that includes all applicable City standard plates and additional requirements of the City must be provided. 5 "Islands" are shown in the center of the proposed cul -de -sacs. Such islands shall be permitted only if allowed by the City. Construction details (turf, landscaping, etc.), and long term maintenance responsibilities shall be addressed by the Developer with the City. 6. The cul -de -sac at the north end of the subdivision on Fox Road is not drawn per City engineering standards (92' diameter). However, it is recognized that this cul -de -sac may be considered temporary, pending extension of Fox Road to the north at a later date. The cul -de -sac as proposed may therefore be considered acceptable. In addition, as previously mentioned, a temporary cul -de- sac at the end of Fox Hollow may be appropriate since the properties (Lots 23 -27) are outside of the MUSA boundary. Utility Plan 1. It is proposed to connect sanitary sewer to an existing 10 -inch sanitary sewer stub that extends easterly from the intersection of Fox Road and Deerwood Drive. The rim elevation for MH 18 appears to be incorrect. Engineering Review Page 5 April 8, 2004 eFox Den Acres City of Lino Lakes, Minnesota • 2. It is proposed to connect 8 -inch watermain pipe from an existing stub extending from the intersection of Deerwood Drive and Fox Road. However, records indicate that this stub may be 6 -inch. The size of the existing stub must therefore be confirmed. Adequate water pressure and circulation into the proposed Development shall be verified by the Developer, as there is no loop or secondary feed available to serve the Development. 3. Notes addressing private utilities, and erosion and sedimentation control must be provided on the Utility Plan. 4. A note shall be provided on the Utility Plan stating that utility installations shall meet the requirements of the Standard Specifications of the City Engineers Association of Minnesota (CEAM) and the City of Lino Lakes. 5. The Developer shall provide to the City of Lino Lakes a copy of the completed Minnesota Department of Health (MDH) Permit for watermain installation and MPCA/MCES Sanitary Sewer Permit, upon completion of the Utility Plans and prior to construction. 6. Information shall be provided on the Plans showing the location of individual services for sanitary sewer and water, including stationing and elevations. 7. The Developer shall provide a televised inspection tape of all sanitary sewer pipes upon completion of the roadway and utilities. Any subsequent cleaning of the sewer pipes after construction shall be the responsibility of the Developer. 8. The number and location of all hydrants and gate valves shall be subject to the review and approval of the City Fire Chief. 9. Trench and roadway compaction shall meet the requirements of the City of Lino Lakes, including 100% of Standard Proctor Density for the upper three feet directly beneath the roadway, and 95% of Standard Proctor from utility encasement zone to three feet below the surface. As stated in previous reviews, it is critical that geotechnical information and direction be followed as construction activities progresses. It is recommended that a geotechnical investigation be conducted, and that a geotechnical consultant be utilized throughout construction. 10. The Utility Plan is incomplete with regards to storm sewer infoimation, including pipe sizes, materials, slopes, structure elevations and inverts, etc. Details A Detail Sheet must be provided that includes all applicable City of Lino Lakes standard plates. Additional information shall also be included on the Utility Plans and/or the Detail Sheet as follows: Gate Valves shall be Mueller A- 2370 -20 with mechanical joints, meeting AWWA Specifications C500 -61. Valve Boxes shall be Mueller H -10357 with H -10361 drop lid, and extensions shall be Mueller H- 10363. Hydrants shall be • Waterous Pacer WB -67 with a bury depth of 8' - 6 ". Services shall be Type "K" copper with Mueller H- 15000 corp stop. Curb stop and curb box shall be Mueller H -15154 Mark 2 oraseal, and Mueller H -1300 w/Mpls. Top. Storm sewer details and standard plates (including structures and outlets) shall also be provided. Engineering Review Page 6 April 8, 2004 •Fax Den Acres City of Lino Lakes, Minnesota Traffic A Traffic Report for Fox Den Acres has been prepared by TDI, March 2004. Because the majority of generated traffic is expected to access to and from County Road 10 (Birch Street), the report essentially addresses expected impacts to Deerwood Lane, and the intersection of Deerwood Lane with County Road 10. However, the report does not address the impact of the smaller percentage of traffic that will utilize other routes, particularly Fox Road to the newly completed West Shadow Lake Drive and soon to be completed 62nd Street. Although the traffic volumes in this direction are expected to be relatively minor, it is recommended that the report still address potential impacts. Regarding the intersection of County Road 10 and Deerwood Lane, the report states that the Level of Service (LOS) of the Deerwood Lane northbound approach will ultimately (year 2009) operate at a LOS D under the build scenario. Table 2 in the report states that the same approach lane currently operates at LOS C and will continue to operate at LOS C under the year 2009 no -build scenario. As a result, it is recommended that additional work on the Traffic Report be conducted to address the following: 1. Impact resulting from generated traffic utilizing access to and from the southwest. 2. Level of Service changes at the intersection of Deerwood Lane and Birch Street resulting from Fox Den Acres, and assessment of any specific improvements that may be needed as a result. Other Issues In accordance with City requirements, a Landscaping Plan shall be submitted. The Tree Preservation Plan shall be subject to further review and approval of the City. • IIem� To: Jeff Smyser • CC: Michael Grochala From Marty Asleson Date: April 7, 2004 . . Re: :Recommendations of the March 28, 2004 Environmental Board .: Environmental • The Environmental: Board met on March 28, 2004 and made the following recommendations: • Junes Subdivision: • ' The North and West Edge of the property abutting the wetland should be planted with a native City Specification Native plant mix. ; • . There should be no importing or exporting of soils without City approval.. Applicant should demonstrate' there is an adequate separation between the `:.. bottom of the proposed pond and the seasonally high water table:'. • RC1ND issues should be resolved. Request the applicant plat as park or provide. a 'conservation easement for the remaining wetland areas on the plat.. (This is in a proposed greenway area and adjacentto City owned parkland). Motion by O'Connell, 27i by Bauman. Motion to recommend approval with staff and ''Environmental Board suggestions; otherwise recommend denial. All approved. West Shadow. Ponds 2 "d Addition Parcel developer Mr. Richard Carlson tabled this item for having more time to set up :a conservation easement with Rice Creek watershed. Fox Den. Acres The Environmental Board recommended that this plat be denied under the current zoning, that this would be an excellent property to develop with a greenway corridor. (If approved than other considerations of Environmental Board and Staff should be looked at). The following recommendations were made:: • Recommend this development be considered as a PUD and /or Conservation Development that would allow for variability in lot sizes and street widths. • ` Suggest that the developer work with the Saddle Club site, or look at purchasing. the Saddle Club site, for developing together with the Fox De n Acres site, so that the two sites could be planned concurrently. • That the proposed NURP ponds and infiltration ponds be evaluated for adequate separation and filtration to the seasonally high water table. That the developer works with staff to identify trees that can be saved in buffer areas and designated clear areas.. That the development should allow for the creation of a greenway corridor from the South West comer to the South East corner, and up along the East side of the property. No soils should be imported or exported without City approval. Soil protection areas should be designated and fenced off. Rock entrances should have additional stockpile of rock on hand to top dress entrances when initial rock entrance fills up. Storm water from roofs and back yards should follow some sort of a designed treatment train before water flows into existing wetlands. The developer should be required to use the City native seed mix, in NURP and infiltration . pond . restoration -work. That the seeding of these areas be accomplished with the services of an approved contractor that is knowledgeable in native plant restoration. That the developer be required to hire such a native plant contractor to manage the restoration areas fora minimum of three years. •Page 2 -99- REVISED JAN. REV. MAY REV. AUG. REV. FEB. REV. FEB. REV. FEB. REV. MAY 1967 198E 1989 1991 1992 1993 1994. REVISED :NOV. 1994 REV. JAN.1996 REV, JULY 1997 REV. . JULY 199B REV. • AUG. 1999 REV. • SEPT. 2000. REV. . MAY 2001 SHADED AREA DENOTES „ PARK "LOCATION MAf CITIFY rr • PROPOSED LAND USE PLAN (DETAIL) LINO LAKES COMPREHENSIVE PLAN • • Low Density Sewered Residential Low Density Unsewered Residential ZONING MAP DETAIL -102- • PROPOSED LAND USE PLAN WITH GREENWAYS (DETAIL) LINO LAKES COMPREHENSIVE PLAN -104- It ...A pa• anon .1 1I - 21g \.\\ P ; IL i•it\ 1— 0 , . • ., • o • c' 5,b ',....y„t) • . • Q Q • . . • . • 1 i • . • fi t.) - 1YR 4 c' n. • 4.; r ......, ..---V--: --7 :---: • ; . ,,, --.\'''l i .... . . 1•14-C,,-;.• • ' ' • '....:‘, ': ,,: ' , .--:-.:+).:..:,,.. •IL: d=tE ,k,}. . il, ).' Ur '''',V 21- ix,,f-"A s. ,-, ... rsr7,7T\ ILI'L4(4,---` ' : ..- . '411i: . ' '. I. J. 'Pia'. \ - • : • ) V4,;",:: N.:%1.....' VZ__1‘,/7/!;77‘ — --ii•Itaf 11 " : ..- :-:1■.-::i'' : : : • :1 ..,...lt *0: .,. i. • ''% I L s 1 10 1 • ).v.' • • : • e . • •"-.. 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VOTE REQUIRED: Simple Majority BACKGROUND: The plans and specifications for the Marshan Lane Utility Improvement project were ordered by the City Council. City utilities will service the new Marshan Estates subdivision and all Marshan Lane residents. Preparation of the plans is substantially complete, including reviews by the Rice Creek Watershed District, and Anoka County. City staff has prepared the plans and specifications for this work and is requesting Council approval to advertise for bids. The project schedule is as follows: June 14, 2004 July 8, 2004 July 12, 2004 October, 2004 Approve Plans and Authorize Advertisement for Bids Open Bids Consider Award of Contract Substantial Completion of Construction The project cost for the Marshan Lane Utility Improvement project is $245,000.00. The funding for this project will be through assessments to the benefiting properties and Trunk Funds. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 04 -80, approving plans and specifications and authorizing advertisement for bids for Marshan Lane Utility Improvement Project. 3. Not adopt Resolution Number 04 -80. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution No. 04 -80 be adopted. CITY OF LINO LAKES RESOLUTION NO. 04 -80 RESOLUTION ACCEPTING THE PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS— MARSHAN LANE UTILITY IMPROVEMENT PROJECT. WHEREAS, the City Engineer has prepared plans and specifications for Marshan Lane Utility Improvement project, and has presented such plans and specifications to the Council for approval; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. Such plans and specifications, a copy of which is attached hereto and made part hereof, are hereby approved. 2. The City clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids for the making of such improvement under such approved plans and specifications, The advertisement shall be published for 3 weeks, shall specify the work to be done, shall state that bids will be received by the Clerk until 10:00 a.m. on Thursday, July 8,2004, at which time they will be publicly opened in the City Hall by the City Clerk and Engineer, will then be tabulated, and will be considered by the Council at 6:30 p.m. on Monday, July 12, 2004, in the Council Chambers of the City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the Clerk for five (5) percent of the amount of such bid. Adopted by the Lino Lakes City Council this 14th day of June, 2004. John J. Bergeson, Mayor Ann J. Blair, City Clerk L . --- m_m88e. H an n8 - -10 WATERMAIN CONSTRUCTION _.- RED ------- - - -._. - 77.1 E �� i PIPE MINES - AU. SIZES O' GATE VALVE ON DIP • I2' GATE VALVE ON DIP V CORP. COCK /CURB STOP AND DO% I. COPPER SENICE PIPE JJ Eg-dg, t U .g rio-ts., h— n n n e _ REMOVALS AND RESTORATION REI IAODIIIIAIIWI TRAFFIC CONTROL CIE/DING AND CRUOOOIG SALVAGE SIGNS MO WJLDOX SUPPORTS REMOVE CURD 111D CUTTER - -- _- SALVAGE CATCH &15111 REMOVE CONCRETE DRIVEWAY (ALL INICKNESSE5) rf ra r G i $ _ o ng E URUMINOUS PAVEMENT (STREET) CONCRETE CURD TRIO GUTTER O' CONCRETE ORNEWAY PAVEMENT - - - -- - - ITRUMDIOUS URNEWAY PATCH i 9 L WATERMAIN CONSTRUCTION _.- RED ------- - - -._. - 77.1 E �� i PIPE MINES - AU. SIZES O' GATE VALVE ON DIP • I2' GATE VALVE ON DIP V CORP. COCK /CURB STOP AND DO% I. COPPER SENICE PIPE JJ Eg-dg, t U .g rio-ts., h— n n n e _ gr. . S 8L1 qzq o 74 _ �n ..g .ie W NA E5 C C =da - W < � 4vC� jy yyCC =CWmfpl �U WSW 2 di ni5 yyl!.. 3 O UGpO; �C 522f! V1 g{,i zw ° OW 2( G �m �° 2C y� p �fu z2 >� 22¢22¢ <4 �++ z W • V rari VW`p�j pOp C« m -W0U' V ID Fm NU 375 Zi ? 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MI WANE 5ERVIC00 SHALL OE 1- TI PE K COPPER J. WATT di SANITARY SEWER SERVICES 5110101 MI 111E O. 0151X11011 W/ CURB 000 & STOP P(0 CITY OF 11110 WIE5 PW15 ATE APPROXIMATE. TIE ENGINEER SIMI. FOR ALL MAINS . STANDARDS UNLESS INDICATE OTHERWISE 041 111E OEIENMIIIE 111E FIRM. LOCATION FOR FACI1 PARCEL (SMEARY SEWER Al flM1N5. 005(0 ON 110ME0W11ER INPUT RIO CRY REQUIREMENTS 4,0 FEET OF 0441810 2. ALL SAIIIfMY SERER SERVICES SHALL 0E f PVC 4. ALL WORK W10101 TIE RICIIf -OF -WAY OF LAKE (RIVE BE ATTAINED. 5CA1 40 PER CRY OF LINO LAKES 51015530S SHALL CONFORM 10 111E REQUIREMENTS OF AA101fA UNLESS 11101001(0 0111 (0WLSE 011 111E PLANS. • g o .✓,SRI ° L - Nle "._ =' , $ , .F •.. 9 / `� � 4 i:: Illitsiol M 1 Iill1 r flMIllIM� 1 111 IN Lake Dr. & Morahan Lane PROPOSED UTIUIIES SNFFT Nn 6 nF 6 CLIFFTC � /O— ppI _ _ f=iruMuIflllJ1 V'' - te-,ol� r -� + JHI 11 EMU ENIEMMIIIII0I MARSHAN LANE SANITARY SEWER & WATERMAIN IMPROVEMENTS HMO 1 Al/FR UINAIFCnTA 0\ ° a��0 0 o MitillIII�1111O1IIIIIIIiI�� 1 11 4 � �) f � �� - .. �1 ' m I L_ m .; of �o \ \\ L,o M N \ \,f �I 11 HEN 111110111 IJ�III��II��I ION 5 6 7 5 9 10 1 oma JJ I � • �' 5 II I IIIIIIIIIIIII�IIIl�I0l�lllll�llllll� Qlll�liIIlll1lDlN�l�ll(II� 11101111 0 P IMMO1110 �. = io !' J \ .1 �I r DI1•11111111 0llliNINE ,T. 1 tea. - W 1 � 6� 3I 3W '� ,I N '6 � �' G 11II���NIIIII�IIII�II�IDE llllIuIllhJI!fJIifflLiiiIIllIlluhIllhIllUIIfflflflIflfl(�Ioe _ k i m f 400 -- r k, t � - � MEI `�° 7g • IFmfflIrnfffl�ffuJflflInulliflhInfliflimuJjjfiujffJijmffi ' N - fflJfluIJIIIllllllllJfflllll�jIJftIJIJflhIll]flJlluJftl [IliIlllllllluIMlluhIllllhiiiiiiiillhliIllhiIlIIhuilllhImfflIuiuIIfflhIII II�III�wig II11�IlilfllluummIl El l � �k �lllillllllllll �� ac SaE Ua��f -Jy 1 ��:— - s 11111 as 4 B_ k �g jii I ,....., 1 01 TO EMST. STIR SAN. SEWER did - CROSS DIP WATERMANN a ROW LAKE DRIVE (HWY. 49) i 1 li I - . . . 111 I iL .„ `; . i6 ��`�' 1_,) _ )♦ �� ' �OF$5L : 7 * -- � � __ ` ' ��Illlll�llllidUMW II(Ill�ll�l(I�Illl I�IflII�NH I�II�f �I111 �I�10 ii IIII I� NOM I ` -ids /� ��____� 1 ri - _ N N � 4� 8 I� � in 0 --� 1 � I -gym ; xgcN 1 I L J IIIIIIflu1llOflIL�IllhE ®II�IIII�IIII10111��1� IINIIIIII�IIMMIIO IIIP .�, g _ y NOt!IIIIIInIIuImJ4MflhII1IllffIIllIllHIfflftMllMhI ON b $,-� . `� ; iEIfluIllIllIJllMLIDu111I1RIllll 1111� 3MQL : • = _ _ EIIIIIIJ1 8 - I O1 �AhWbd AGENDA ITEM 6G • STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: June 14, 2004 TOPIC: Resolution No. 04 -81, Rejecting All Bids and Authorize Re- Bidding, Birch /Hodgson Street Improvements Project • VOTE REQUIRED: 3/5 Vote Required BACKGROUND: Sealed bids were received and publicly opened at 10:00 a.m. on June 3, 2004. The results of the bid opening are presented below. City Council action is required to award a construction contract to the lowest responsible bidder. Contractor Amount of Bid Arnt Construction Co., Inc. $ 677,698.79 Forest Lake Contracting, Inc. $ 688,682.92 Magnum Company LLC $ 747,500.23 Engineer's Estimate $ 560,078.10 The low bid is approximately 21% over the Engineer's Estimate for this project. A copy of the complete bid tabulation is attached. The overrun in project costs appears to be contributed to the issues of maintaining traffic during the project work while meeting Anoka County design requirements, the traffic control signal system, and the trail system. According to the City Charter, if bids exceed the estimated cost by the engineer by more than 10 %, the City may not award the contract but may rebid the project one time only. It is staffs recommendation to review the design requirements with Anoka County including their funding of the project and make the appropriate adjustments. The project would then be rebid. Depending on the review with Anoka County, an estimated substantial completion date for this project would be October 30, 2004, with a final completion date of November 15, 2004. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 04 -81, Rejecting All Bids for the Birch /Hodgson Street Improvements project. 3. Not adopt Resolution No. 04 -81. RECOMMENDATION: • Option No. 2 - Staff recommends adoption of Resolution Number 04 -81. CITY OF LINO LAKES RESOLUTION NO. 04 -81 RESOLUTION REJECTING ALL BIDS AND AUTHORIZE RE- BIDDING — BIRCH /HODGSON STREET IMPROVEMENTS PROJECT. WHEREAS, pursuant to an advertisement for bids for the construction of the Birch /Hodgson Street Improvements project, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of Bid Arnt Construction Co., Inc. $ 677,698.79 Forest Lake Contracting, Inc. $ 688,682.92 Magnum Company LLC $ 747,500.23 Engineer's Estimate $ 560,078.10 AND WHEREAS, according to City Charter, the City can not award a contract that exceeds the engineer's estimate by more than 10 %; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The Mayor and Clerk are hereby authorized to reject all bids for the construction of the Birch /Hodgson Street Improvements project according to the plans and specifications approved by the City Council and on file in the office of the City Clerk. 2. The Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for re -bid for the making of such improvement under such approved plans and specifications. Adopted by the Lino Lakes City Council this 14th day of June 2004. Ann J. Blair, City Clerk • John J. Bergeson, Mayor • TKDA ENGINEERS - ARCHITECTS • PLANNERS June 7, 2004 Honorable Mayor and City Council City of Lino Lakes, Minnesota Re: Birch Street and Hodgson Road Improvements City of Lino Lakes, Minnesota TKDA Commission No. 12993 -01 Dear Mayor and City Council: 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda,com Bids for the referenced project were received on June 3, 2004, with the following results. A complete Tabulation of Bids is enclosed for your infoimation. Contractor Arnt Construction, Inc. Forest Lake Contracting, Inc. Magnum Company, LLC Base Bid $677,698.79 $688,682.92 $747,500.23 Engineer's Estimate $560,078.10 Recommendation Based on the City Charter, any project receiving bids in excess of 10% over the Engineer's Estimate must be rejected. Therefore, we recommend that the City Attorney review the bids and make a recommendation to the City. Please do not hesitate to call me with any questions or comments you may have. Sincerely, Scott A. Brink, P.E. Project Manager • SAB:art Enclosure An Employee Owned Company Pn - 1 2 1 -native Action and Equal Opportunity cn w Z • J z 0 ¢ WZDC G Y /� JZ ~`< H _ W• U CC Q OZ� 0 2u 1, W Una 0 EMI I Et LU Z 00 U i- Z z0 cc 7- 0 cc ¢ _ Z 0- U c Z .. w M w > z O • - O a 5 M 0 0 o U) . o¢ n cc cc J 1- V Z O . ¢ (1) CO 0 C13 CC W LLB 0 Z r 0 0 o Z 9 N 1 - c C~i m DWr w z TABULATI Z CC - -¢-1 Z 0 F wz0 WW w I- JCA W Cn C 4 CL CA d iw- TOg 0 o CC HO 0 Ili [D U U m wJ � O w 0) 11 w w Z� ZZ w� Z 0 a_ 11 U 0) W 0 WO n. in t9 64 49 69 49 63 63 64 E9 69 43 E9 64 69 63 63 64 63 49 00, O 0000 000 00 00 00 00 = 00000 0 0 0 0 0 oo 00 0o oo o 6 �o .-0 0 o(c o- dmodo o N co r co. o {: CO. cCD D o O CA 0 0 0 CO m T N (� a- CO 03 Cli t- rn 49 d3 64 64 ffl 49 63 49 69 E9 -- 69 49 69 64 43 64 49 49 49 -= 00 00 0 0 0 =- 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 O 00000000 0 0 0 0 0 Lii CV C*) CV O Cr) O r O 0 T C7 Ih G I� C- e7 O N �7 CO r •r 0 r r CO Cr) C7 co -' -" 64 49 44 -- -- E9 E9 49 69 63 49 64 63 49 63 Ea 49 E9 E9 49 63 64 CC I3EE -) C4 W J 0 } 0 i- LL D H UU U U-)2 CU r ti CO O CO CO CDON - NT r 0CD CO CCO r CO *)� rCj Cp(O r � 00N w C CO a a 0 > z U a (..) 1 0 co 0 I li F-O CD it. Ili CC ¢s z JQmO O Ow CO W = M MU U' Q COcwn +" N CO tt) CD N CO CO • r r T r CO T N N N CO N N no ni -.. 00 0 0 1 1 $ 1,980.00 00 $ $ 1,075.00 1 $ 504.00 00 0 00 $ $ 5,244.00 $ 2.500.00 1 $ 11.048.00 1 $ 525.00 oo $ $ 925.00 1 $ 1.525.00 00 000000 CO I oo (O N 0 1 1 $ 23,100.00 $ 500.00 $ 750.00 O 0 0 $ $ 51,408.00 $ 75.978.00 0 o o O O 0 $ $ 150.00 0 0 0 1 1 $ 2.50 $ 9.00 0 $ $ 1.75 $ 4.00 $ 500.00 °o ° °o o o° I I $ 25.00 = $ $ 500.00 $ 500.00 - - - = = o o° ° °o ° °o °o $ $ 12.00 °o $ 42.00 $ 42.00 $ 42.00 $ 42.00 $ 56.00 0 0 0 0 0 1 1 $ 220.00 0 1 $ 896.00 $ 250.00 0 $ $ 5,244.00 $ 1,600.00 1$ 55.24 1 $ 1,050.00 O 1 O C 1 $ 1,952.00 I$ 1,740.00 $ 890.00 CD N O O I CV r r c I$ 500.00 $ 850.00 0 0 $ 51,714.001 O O O o o $ 18,468.00 0000 1 1 $ 40.00 000000,00, L - - N N r LC $ $ 4.00 $ 320.00 C7 � 00'00L'£ $ 1 $ 26.00 0 $ $ 580.00 $ 890.00 (m*) C CO C CO 0 0000 $ $ 11.52 0 $ 42.25 $ 42.25 $ 42.00 1 $ 42.00 $ 57.00 $ 4,800.00 $ 4,290.00 I $_ _ _ 110.00 1 $ 1,290.00 $ 13,256.00 I $ 16,572.00 I $ 1,220.00 $ 52,759.00 00'0017'8 $ 00'085'99 $ $ 12,353.00 $ 61,506.00 I $ 1.00 $ 400.00 $ 1,550.00 $ 18.00 $ 20.00 $ 100.00 $ 130.00 $ 34.00 I- $ 30.00 LF LF EA SY EA LS LF 1 CY t TN TN TN TN TN 1 55 1 430 5524 840 I 100 5 6,050 1,224 230 253 324 (BIRCH STREET AND HODGSON ROAD STREET IMPROVEII REMOVE CONCRETE CURB REMOVE STORM SEWER PIPE (ALL TYPES & SIZES) HEMUVE 1311 SUHI-ACE - S 1 REET /DWY/TRAIUSHOULDER (ALL DEPTHS) MILL 2" BITUMINOUS - STREET 1: N ALVAGE AND REINSTALL MAILBOX SUPPORT (SALVAGE AND REINSTALL 12" PIPE SEWER CMP SALVAGE AND REINSTALL 15" RCP (SALVAGE AND REINSTALL 15" FES (RCP) SALVAGE AND REINSTALL 24" FES (RCP) COMMON EXCAVATION (P) (STREET /DRIVEWAY) COMMON EXCAVATION (P) FOR TRAIL TOPSOIL BORROW (LV) CRUSHED ROCK -6" DEPTH (TRENCH STABILIZATION) EXPLORATORY DIGGING AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, DRIVEWAY) AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL TYPE MV AGG. 3 WEARING COURSE (C.S.A.H. 10, C.S.A.H. 19) TYPE MV AGG. 3 NON - WEARING COURSE ( C.S.A.H. 10, ..S.A.H. 49) TYPE LV AGG. 3 WEARING COURSE (WARE RD) TYPE LV AGG. 3 NON - WEARING COURSE (WARE RD, ;OMMERCIAL DWYS) YPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL 0 cc d 0 O • Q ON CO W LL t3Z O • z o Od• a) zwr F- • � Z CC N ▪ LL U 0 ¢I'0. E UU TAB ENGINEERS • ARCHITECTS - PLANNERS BIDS OPENED: JUNE 3, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION DESCRIPTION w Z • 0 o o N 63 1 $ 1,540.00 0 0 0 o00 N 000 r d' Eft 64 64 $ 2,268.00 $ 984.00 0 00 On CO E9 0 69 $ 750.00 0 00 00 64 $ 300.00 $ 1,200.00 O 0 Qom), r 64 $ 600.00 o in n 69. O o 0 N 69. $ 1,300.00 $ 1,300.00 00 '0d' fA N 64 $ 4,554.00 00 0 0f17 00 0 0 E9 69 $ 525.00 1 00 000 000 C: E9 00 T ES 00 LC) 69 100'000'Z $ $ 580.00 $ 1,500.001 0 0000 CO' 0 64 0 NhtA 69. ON r 49 0 r EA $ 628.20 1_ 00 0 C0) O r Efl $ 14.00 $ 1.40 $ 225.00 $ 800.00 $ 900.00 $ 36.00 $ 41.00 000 O .1- in 69 63 $ 750.00 $ 600.00 000 0 MCC 69 o 69 $ 25.00 OcOO oCV N 69 69 00 O 0) fH $ 1,300.00 00 O 0 •• bi $ 95.00 00 0) E9 $ 13.00 $ 35.00 000000. r E9 O 000 h 64 oo NLC1 D) 64 69 u0l o 69 0 R o N 69 $ 125.00 �- $ 22.00 00 in �Y E9 $ 175.00 1 $ 175.00 oo Or 69. EA O 0 o CO O HIS $ 1,540.00 0 0 0 0 0 00000 O LOC) d0' 10C) CO CO CO CO N ' N r 69 E9 69 b9 to $ 3,525.00 $ • 480.00 $ 525.00 0 0 On 0 64 $ 170.00 $ 1,200.00 0 0 N 0 N 64 $ 420.00 0 0 LO r 64 $ 2,520.00 0 0 CO 0 r 49 0 00 00 CON C't r E9 0 Cr) Efl $ 3,187.80 1 0 0 0 N.000 o0 0) N 0 co Ch COO LC 4. 69 E9 64 0 6 O IC) E9 $ 101,200.001 0 00 00 00 00 '1h ES $ 2,400.00 $ 609.00 $ 1,548.00 $ 5,445.00 $ 282.00 $ 1,800.001 $ 1,980.00 $ 837.60 $ 1,068.48 0 0.i 69. 0 0 r 69 $ 520.00 $ 840.00 $ 970.00 $ 42.00 $ 44.00 $ - 47.00 $ 160.00 $ 525.00 0 O. C7 63 $ 170.00 00 O (0 69 0 N 69 $ 21.00 1 $ 5.001 $ 840.00 0 0 In Cory EPr $ 1,260.00 $ 120.00 0 CD r 69. $ 12.60 $ 30.00 $ 200.00 0 0 0 O Ln .9 0 0 0 N C EA 0 0 0 00 'd- 64 0 0 0 CD 0 0 O to N X04 69 E9 64 $ 22.00r $ 47.00 0 0 O O0D 64 $ 180.00 0 0 0 CD C r ES 69 1 0 0 0 0 0000 0 0 V"N 69 64 $ 2,500.00 $ 700.00 $ 4,000.00 $ 1,449.00 $ 576.00 $ 1,950.00 $ 150.00 $ 800.00 $ 700.00 0 0 00 0 I4) E9 0 0 0 CO 49 $ 1,560.00 0 0 0 69 0 0 6 c O) 69 0 0 o 0 CO CO 69 0 0 d 0 IC1 r tf} $ 1,500.00 0 0 0 0 0 0 0 0 0 0 ovo-cr'tn6000 CO N t- N N • 0 CV r 00000 N Ne{IC) 69 E9 64 49. 64 0 0 0 O r 49 0 0 0 O LC) 64 0 0 0 L0 69 $ 2,000.00 $ 870.00 $ 360.00 $ 6,187.50 $ 390.00 00 o O N 69 $ 2,310.00 00 00 �4 0 LC) r N Eft 69 $ 12.00 $ 2.00 $ 500.00 $ 700.00 $ 800.00 $ 23.00 $ 24.00 $ 26.00 $ 50.00 1 $ 800.00 $ 700.00] $ _ 500.00 1 $ 200.00 $ 20.00 1 $ 20.00 O O 0 69 0 O d C'3- r 64 0 O 0 (4) r 6} 0 00000 0 Ln 69 $ 80.00 $ . 8.00 $ 10.00 $ 36.00 $ 125.00 0 000o O 0 O r E9 0 o 0 O 0 64 0 o 0 IC) E9 $ 0.50 $ 30.00 $ 30.00 $ 25.00 0 0 In tD 69. 0 0 C N 69. 0 o O N 64 0 0 r 0 C7 64 69 SY GAL EA EA EA LF LF LF LF W W EA W LF C}!) LB EA EA EA CY LF LF SY EA LS SIG SYS 1 CO LF EA EA. SF W W EA LF LF 400 1,100 '- LO CON .J. tN f±) 31 253 427 144 3 0N 'd' 248 CO 10 rO 'CC C+) 0 CD TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY BITUMINOUS MATERIAL FOR TACK COAT CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND TYPES) 12" RC PIPE APRON W/ TRASH GUARD 18" RC PIPE APRON W/ TRASH GUARD 12" RC PIPE SEWER CLASS V DESIGN 3006 15" RC PIPE SEWER CLASS V DESIGN 3006 18" RC PIPE SEWER CLASS V DESIGN 3006 36" C.S. PIPE 4: '', ULKHEAD 36" C.S. PIPE [INSULATION (4" THICKNESS) 'DUCTILE IRON FITTINGS CONSTRUCT CATCH BASIN 27" DESIGN 403 (W/ SALVAGED CASTING ASSEMBLY) CONSTRUCT CATCH BASIN -MH 48" DESIGN 406 (W/ SALVAGED CASTING ASSEMBLY) CONSTRUCT STORM SEWER MH 48" (W/ SALVAGED CASTING ASSEMBLY) RANDOM RIP RAP CLASS III CONCRETE CURB AND GUTTER DESIGN B418 CONCRETE CURB AND GUTTER DESIGN B618 4" CONCRETE DRIVEWAY PAVEMENT MAILBOX SUPPORT TRAFFIC CONTROL FULL T ACT T CONTROL SIGNAL SYSTEM EMERGENCY VEHICLE PREEMPTION SYSTEM REMOVE PAVEMENT MARKING - PERMANENT REMOVE SIGN TYPE C SALVAGE SIGN (INCL. POST & ASSEMBLY) SIGN PANELS TYPE C (F & I) (INCL. POST & ASSEMBLY) -IAZARD MARKER X4 -2 'AVEMENT MESSAGE (LT ARROW) POLY PREFORM 'AVEMENT MESSAGE (RT ARROW) POLY PREFORM I" SOLID LINE WHITE -PAINT t4" SOLID LINE YELLOW -PAINT N C7 c0 C`7 ,:' LO CD N. 0D 0) 0 C7 P) 0) CO CO CO '7 CO N. d' 0D ' O) eY 0 LC) N C7 M1' LID 1.0 It) LC) LO to CD LO N IC) CO LC) D) 0 LO CD CO N CD CO CD et CO IC) CD CD n t0. CO i TA ENGINEERS - ARCHITECTS - PLANNE BIDS OPENED: JUNE 3, 2004, AT 10:00 AM ?¢Z I- d 0 OQ z0 CCR- < W Z Z [C Odd *DENOTES ERROR IN BIDDERS CALCULATION z z 0 DESCRIPTION w0 Z 1 $ 1,983.80 $ 896.74, $ 6,624.00 $ 14,175.00 $ 200.0161 o O 0 a) 69 o O 0 N 69 as cv N co c0 o CD $ 15.26 $ 0.13 $ 8.00 $ 2.25 o N oo 69 , N 64 o oo a) s9 00 CO 0O o N r 63 63 $ 6,541.20 00000, Nm 00 0 C')) cc c 69 69 63 o d N. b9 r co CO P- n cc) 4A N: L ) 0 in 63. $ 7.90 $ 1.40 $ 25.00 $ 3.00 00 0 0 0 6i 0o co LD CO N r in Ef• o oo n Lfj 6. ° o 00 oo CCDD N 0 O c aj 64 69 69. 0 N 63 ° o co 0) 6} $ 20.00 $ 0.20 $ 7.00 2.00 $ 100.00 $ 2.25 $ 900.00, J J SF LF EA SY ACRE 130 6,898 828 0 0 CO N o (0 4 N TOTAL BIRCH STREET AND HODGSON ROAD IMPROVEMENTS 1 24" STOP LINE WHITE -POLY PREFORM 4" DOUBLE SOLID LINE YELLOW -PAINT ZEBRA CROSSWALK WHITE -POLY PREFORMED SILT FENCE, TYPE PREASSEMBLED INLET PROTECTION AT CB SODDING TYPE SALT RESISTANT SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, & DISC ANCHORING) co CO° n n ti N- E w J F- Q d • I- < Q U el W W ZE- z Emil neL z cz W C!l Z W 2 W 0 CC D_ 2 0 0< CO Ow W 11, oz- 9 Q Z 2 zwr F- J Q O O F- J CA C/)LLC/) I 0 m U OU TA BIDS OPENED: JUNE 3, 2004, AT 10:00 AM *DENOTES ERROR IN BIDDERS CALCULATION J z Z = L W ❑ E a F— Z DESCRIPTION WO • F- 64636469636364 6464646464 636463636463636464646363 64 64 64 6964 4, 64 64646464646464 64 64 64 64 64 64 64 64 64 64 64 64 64 63 64 63 64 63 64 64 6464 64 64 000 000 O LL N 6969-69- $ 13,312.00 $ - 8,910.00 $ 244.75 1 $ 1,440.50 Cn °R WO 0)) 69.69. o 0 LOC)_ - 1$ 19,221.20 1 $ 4,522.95 0 0 L!) CO_ N r 64 $ 15,191.00 $ 1,106.00 0 O n Cr1 69 I $ 1,000.85 $ 1,980.06 r 1,785.00 0 O 0 ON) 6! 1 $ 87,052.35 00 0 66 0 r 69-69. $ 8,260.00 $ 57,744.00 $ 31,500.00 0 O eti CC 63 1 $ 1,250.00 0 0 Ln CO I� n 69 Ln LO CC CO ^ CD 64 $ 52,632.00 N 0 CO 1: CO co ^ O O 6463 W CD CO n 64 COO O O r 64 0 0 Lon N 6969- $ 208.00 $ 135.00 $ 4.45 Is 3.35 Ch N 64 $ 150.00 $ 2.90 en �' C7 64 $ 325.00 $ 2.75 $ 158.00 o Ln 0 0 n N CO 69.69. $ 32.46 $ 595.00 0000 O .u,....—.9-,—m 64 to 64 tt 6969-64 tD $ 18.00 $ 15.00 Ln N V1 63 $ 250.00 $ 11.70 $ 14.85 $ 43.00 O W . VN 69.64 $ 42.20 $ 52.65 WECX —II—F-- TR TR LF LF LF Q W' > - WW >-QLLQ W JW LS LF 1 LF 1 Q W CY ›.->.-i UUU CY. CY LF HR TN TN TN TN TN TN MENTS 64 66 55 56 O r 6628 L j r n 5524 7 r C7 O r 1 7537 840 1 002. I m V r M N O 1 l 6,050 r r 1,224 O— W r 230 253 324 'BIRCH STREET AND HODGSON ROAD STREET IMPROVE 'MOBILIZATION CLEARING GRUBBING REMOVE FENCE REMOVE CONCRETE CURB REMOVE STORM SEWER PIPE (ALL TYPES & SIZES) REMOVE WOODEN LANDSCAPING POST REMOVE BIT SURFACE - STREET /DWY/fRAIUSHOULDER (ALL DEPTHS) MILL 2" BITUMINOUS - STREET 1 IAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) 1 ILVAGE AND REINSTALL MAILBOX SUPPORT ILVAGE AND RELOCATE HYDRANT & GATE VALVE IYSTEM SALVAGE AND REINSTALL 12" PIPE SEWER CMP SALVAGE AND REINSTALL 15" RCP !SALVAGE AND REINSTALL 15" FES (RCP) SALVAGE AND REINSTALL 24" FES (RCP) COMMON EXCAVATION (P) (STREET /DRIVEWAY) COMMON EXCAVATION (P) FOR TRAIL SUBGRADE EXCAVATION SELECT GRANULAR BORROW (CV) (P) CRUSHED ROCK -6' DEPTH (TRENCH STABILIZATION) EXPLORATORY DIGGING AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, DRIVEWAY) AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL TYPE MV AGG. 3 WEARING COURSE (C.S.A.H. 10, C.S.A.H. 49) TYPE MV AGG. 3 NON - WEARING COURSE (C.S.A.H. 10, C.S.A.H. 49) TYPE LV AGG. 3 WEARING COURSE (WARE RD) TYPE LV AGG. 3 NON- WEARING COURSE (WARE RD, 3OMMERCIAL DWYS) TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR TRAIL N C9 er to W 1� O O d' tt) CD n cD T O N N N N C7 N Cr N to N O N N cn n, O ntr r • TKDA ENGINEERS • ARCHITECTS • PLANNERS UNIT TOTAL PRICE AMOUNT u) Z W 2 W > Z O O LL F- 2 a g O o v CO o¢ 0 a. ® ▪ z0 1- Q 0 cc o 0 Z o N G O 2 0C')) co m co N W Z 1 F-JZ 6 2 WZ0 W W Lz- — Z co COUC0 a 1 0O2 p Z tu CC ¢L U 0 m G TABULATIO F- E DESCRIPTION I- 0 1 69 1 64 1 64 1 64 1 .69 1 69 1 69. 1 49 1 69 1 69 1. 69 1 49 1 H3. 1 64 1 49 1 64 69 1 49 1 E9 1 .69. 1 49 1 64 1 69 1 64 1 64 1 69 1 1 69 1 6 1 69 1 69 1 69. 1 69 1 49 1 69 1 69 1 69 1 69 1 64 1 64 1 49 1 1 49 64 1 69- 1 49 1 69. 1 69 1 69 1 64 1 49 1 69 1 64 1 64 1 49. 1 1 64 69 1 64 69. 1 64 1 1 1 64 64 49 1 1 69 49 1 1 64 69 1 64 1 64 1 1 49 E9 1 69 1 64 $ 5,440.00 0 T 49 $ 2,705.00 $ 865.60 $ 5,000.00 $ 2,726.64 $ 1,090.80 $ 3,651.75 0 co 64 $ 541.00 $ 378.00 0 o r 69 $ 740.00 0 O N 64 $ 432.80 n T 69 0 CD N $ 1,460.00 $ 1,352.00 $ 3,348.00 $ 4,900.61 $ 5,960.92 $ 4,206.24 00 0 0. 0 000LO0 CO 0 0 d' ID O (0 O r 49 69 69 0 0 0 .COO (0 N 69 64 CD 0 N N CO CO. r 64 $ 5,756.851 $ 292.20 $ 1,900.00 $ 2,090.00 $ 628.20 $ 1,119.36 0 CD r 69. $ 1.40 0 O LO 69 0 CD CO 64 $ 1,000.00 $ 43.28 $ 45.45 0) CO 69 0 OR r 49 $ 541.00 1 0 O CO 64 $ 162.00 0 O r 69 $ 27.05 1 CD N 69. 7 CC) 6O9 0 O 0 0 CV ) ) Ea 0 O O o T 64 $ 1,352.00 $ 108.00 ti co 07 CT N D) 0) C)) rrN 64 49 63. 0 0 0 0 0 0 0000 ( 0 0 O00 Ln u) 0 T .69 69 1" $ 5,100.00 $ 0.54 I v (0 CO N (0 NTN 69. 69 CD N C7 69- $ 48.70 0 0 O O 00 CD Cr) T... 69 E9 CO CD O h OT 69. 69 SY GAL EA W EA LF LF LF LF << W W EA < W LF J )-m co J EA EA <> - W 0 LF LF SY EA LS SIG SYS U)LL< J J EA EA LL CD EA 1 EA EA LL LL J J 400 O T. V) 1.- LD�N�C7 r Tr d' 1 78 ,1c, CO 1 31 253 427 144 V) 1.- Tr o00T a' N 248 co TO r.d r C07 0 co IT TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAY BITUMINOUS MATERIAL FOR TACK COAT CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND TYPES) 12" RC PIPE APRON W/ TRASH GUARD 1 18" RC PIPE APRON W/ TRASH GUARD 12" RC PIPE SEWER CLASS V DESIGN 3006 15" RC PIPE SEWER CLASS V DESIGN 3006 118" RC PIPE SEWER CLASS V DESIGN 3006 W Ll E. U CD C7 136" 45 DEGREE ELBOW FOR C.S. PIPE 4 '-' IULKHEAD 36" C.S. PIPE INSULATION (4" THICKNESS) 1DUCTILE IRON FITTINGS CONSTRUCT CATCH BASIN 27' DESIGN 403 (W/ SALVAGED CASTING ASSEMBLY) CONSTRUCT CATCH BASIN -MH 48" DESIGN 406 (W/ SALVAGED CASTING ASSEMBLY) CONSTRUCT STORM SEWER MH 48° (W/ SALVAGED CASTING ASSEMBLY) RIP RAP CLASS III CONCRETE CURB AND GUTTER DESIGN B418 CONCRETE CURB AND GUTTER DESIGN B618 4" CONCRETE DRIVEWAY PAVEMENT SUPPORT TRAFFIC CONTROL FULL T ACT T CONTROL SIGNAL SYSTEM EMERGENCY VEHICLE PREEMPTION SYSTEM REMOVE PAVEMENT MARKING - PERMANENT REMOVE SIGN TYPE C SALVAGE SIGN (INCL. POST & ASSEMBLY) SIGN PANELS TYPE C (F & I) (INCL. POST & ASSEMBLY) -IAZARD MARKER X4 -2 DAVEMENT MESSAGE (LT ARROW) POLY PREFORM DAVEMENT MESSAGE (RT ARROW) POLY PREFORM 1" SOLID LINE WHITE -PAINT ?4" SOLID LINE YELLOW -PAINT CO CV 1'')) CO 11') C'0) 1177 CO C0*) 0 V 'a ''^V 0) 0) 0 0 in N 0) of Eli 0) Li) CO CD r- tin (0 CD h CO � 0) 1n 0 r 0 m N 1,, CD re. TAI3ULATIO E4 69 64 64 64 69 64 64 64 64 to 64 64 64 63 64 CO h CO 0 0 N co CO O O O r to co Lo CD LO N CC) c0 O 2„ 1: et t- ea. 64 64 64 64 61- r • O N O C() 0 in r N CO. O CO O co O cc; O CV co 4IAGN UNIT 'RICE N CO 0 69 64 64 64 63 64 H3 LL Cl- < } -1 CO L W CA AC VD r c0 co cD 828 cD N O vi: N 124" STOP LINE WHITE -POLY PREFORM 4" DOUBLE SOLID LINE YELLOW -PAINT (ZEBRA CROSSWALK WHITE -POLY PREFORMED SILT FENCE, TYPE PREASSEMBLED INLET PROTECTION AT CB SODDING TYPE SALT RESISTANT SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, & DISC ANCHORING) TOTAL BIRCH STREET AND HODGSON ROAD IMPROVEME GCOO CO)D ° n n CO - n • AGENDA ITEM 6H STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: June 14, 2004 TOPIC: Resolution No. 04 -82, Designating No Parking on Holly Drive Improvement Project VOTE REQUIRED: Simple Majority BACKGROUND: State Aid requires a minimum 36 -foot wide street to allow parking along the Holly Drive Improvement project. Currently, parking is mostly non - existent on Holly Drive. A narrower street will be more desirable regarding traffic speeds on the road. This has been discussed at the neighborhood meetings and with City Council and it has been agreed upon not to allow street parking. The street design is the city's standard width of 32 -feet. As part of the street reconstruction, State Aid must receive a resolution from the City for a No Parking Restriction on Holly Drive. A copy of the resolution is attached. OPTIONS: I. Return to staff for further review. 2. Adopt Resolution Number 04 -82, Approving No Parking Resolution on Holly Drive. 3. Not adopt Resolution Number 04 -82. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution No. 04 -82 be adopted. • • S.A.P. to CITY OF LINO LAKES, MINNESOTA RESOLUTION NO. 04 -82 HOLLY DRIVE NO PARKING RESTRICTION 210 - 109 -02 Holly Drive from Holly Court 12th Avenue in the City of Lino Lakes , Minnesota. WHEREAS, THIS RESOLUTION was passed this day of 2004, by the City of Lino Lakes y in Anoka County, Minnesota. The Municipal corporation shall hereinafter be called the "City", WITNESSETH: WHEREAS, The "City", has planned the improvements of State Aid Route No. 210 - 109 -02 Holly Drive from Holl Court to 12th Avenue in the City of Lino Lakes Minnesota; and WHEREAS, the "City" will be expending Municipal Street Aid Funds on the improvements of this Street; and WHEREAS, this improvement does not provide adequate width for parking on both sides of the street; and approval of the proposed construction as a Municipal State Aid project must therefore be conditioned upon certain parking restrictions. NOW, THEREFORE, IT IS HEREBY RESOLVED: That the "City" shall ban the parking of motor vehicles on both sides of Holl Drive from Holly Court to 12th Avenue at all times. Dated this day of , 2004. ATTEST: City of Lino Lakes Ann Blair, City Clerk John J. Bergeson, Mayor , Minnesota. • • • STAFF ORIGINATOR: CITY COUNCIL MEETING DATE: TOPIC: ACTION REQUIRED: BACKGROUND AGENDA ITEM 61 Michael Grochala June 14, 2004 Consideration of Resolution No. 04 -83 Accepting Feasibility Report on Improvements, and Calling for Hearing on Improvements Legacy at Woods Edge Simple Majority The City Council authorized preparation of a Feasibility Study for the Woods Edge Improvements on March 22, 2004. Short, Elliott, Hendrickson, Inc., (SEH), the City's consulting engineer has completed the report and will be presenting its findings at the council meeting. The proposed project includes the reconstruction and new construction of sanitary sewer, storm sewer, water main, streets, streetscaping, sidewalks within the development as well as proposed improvements to Lake Drive. The estimated cost of the improvement is $8,382,000. The proposed improvements will service the proposed Hartford Group development as well as the YMCA. Staff is recommending approval of Resolution No. 04 -83 which accepts the feasibility study and calls for a hearing on improvements. ATTACHMENTS 1. Resolution No. 04 -83 - 130A - City Council Legacy at Woods Edge June 14, 2004 • CITY OF LINO LAKES RESOLUTION NO. 04 -83 RESOLUTION ACCEPTING FEASIBILITY REPORT ON IMPROVEMENT AND CALL FOR HEARING ON IMPROVEMENT LEGACY AT WOODS EDGE WHEREAS, pursuant to Resolution NO. 04 -38 adopted by the council on March 22, 2004, a report has been prepared by Short, Elliott, Hendrickson, Inc., with reference to the Legacy at Woods Edge project, to make improvements of street, sanitary sewer, water main, storm sewer, streetscaping and sidewalks within the development area and to make street and storm sewer and Traffic Signal improvements to Lake Drive adjacent to the site, and this report was received by the council on June 14, 2004, and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost effective, and feasible, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. The council will consider such improvements in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvement of $8,382,000. 2. A public hearing shall be held on such proposed improvement on the 12 day of July, 2004 in the council chambers of the city hall at 6:30 p.m. and the clerk shall give mailed and published notice of sch hearing and improvement as required by law. Adopted by the Lino Lakes City Council this 14th day of June, 2004. Ann Blair, City Clerk • John J. Bergeson, Mayor - 130B - C I T Y �,;�;1 °�: �„ O F IN KE Feasibility Report Legacy at Woods Edge Development Lino Lakes, Minnesota SEH No. A- LINOL0305.02 June 10, 2004 SEH Multidisciplined. Single Source. Trusted solutions for more than 75 years. June 10, 2004 Honorable Mayor and City Council City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 RE: Lino Lakes, Minnesota Legacy at Woods Edge Development Feasibility Report SEH No. A- LINOL0305.02 Attn: Michael Grochala Community Development Director Dear Mayor and City Council: Please find enclosed our Feasibility Report for the construction of public improvements associated with the Legacy at Woods Edge development. This report addresses reconstruction of existing streets and storm sewers, extension of streets, sidewalks, storm sewers, sanitary sewers, and water mains, and installation of streetscaping and landscaping improvements. Streetscaping elements include decorative lighting, trees, shrubs, planters, planter beds, enhanced sidewalks, benches, bicycle racks, litter receptacles, and bollards. The report also identifies a number of amenities to be incorporated into a new City park in the heart of the development. These amenities include a number of interactive water features and a staging /performance area. We have determined the public improvements identified in this report are technically feasible and are necessary to support the proposed development. We respectfully request the City consider the recommendations identified in this report and order a public improvement hearing for the project. Sincerely, Robert L. Moberg, PE Project Manager/Principal n m lino no30502\rep o n s&sp ecs\feas. doo SEH Multidisciplined. Single Source. Trusted solutions for more than 75 years. Legacy at Woods Edge Development Feasibility Report Lino Lakes, Minnesota SEH No. A- LINOL0305.02 June 10, 2004 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Robert L. Moberg, PE Date: June 10, 2004 Reviewed by: Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-5196 651.490.2000 Lic. No.: 23334 G- /o- oy Date Table of Contents Letter of Transmittal Certification Page Title Page Table of Contents Page 1.0 Introduction 1 1.1 Project History 1 1.2 Regulating Plan 2 2.0 Description of Project Elements 2 2.1 Roadway (Local Streets) 2 2.1.1 Existing Conditions 2 2.1.2 Proposed Improvements 2 2.1.3 Alternatives 3 2.2 Roadway (Lake Drive — CSAH 23) 3 2.2.1 Existing Conditions 3 2.2.2 Proposed Improvements 4 2.3 Sidewalks/Trails 5 2.3.1 Existing Conditions 5 2.3.2 Proposed Improvements 5 2.3.3 Alternatives 5 2.4 Streetscaping / Landscaping 5 2.4.1 Existing Conditions 5 2.4.2 Proposed Improvements 5 2.5 Retaining Walls 6 2.5.1 Existing Conditions 6 2.5.2 Proposed Improvements 6 2.5.3 Alternatives 6 2.6 Street Lighting 6 2.6.1 Existing Conditions 6 2.6.2 Proposed Improvements 6 2.7 Storm Sewer / Drainage 7 2.7.1 Existing Conditions 7 2.7.2 Proposed Improvements 7 2.7.2.A. Existing Village Drive/Town Center Parkway 7 2.7.2.B. Block 1 and Block 3 8 2.7.2.C. Block 2 8 2.7.2.D. Outlot A 8 2.7.3 Alternatives 9 2.8 Sanitary Sewer 9 2.8.1 Existing Conditions 9 2.8.2 Proposed Improvements 9 SEH is a registered trademark of Short Elliott Hendrickson Inc. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page i Table of Contents (Continued) 2.8.3 Alternatives 10 2.9 Water Main 10 2.9.1 Existing Conditions 10 2.9.2 Proposed Improvements 10 2.9.3 Alternatives 11 2.10 Private Utilities 11 2.10.1 Existing Conditions 11 2.10.2 Proposed Improvements 11 2.11 City Park 11 3.0 Maintenance Impacts 11 4.0 Right -of -Way and Easements 12 5.0 Permits 12 6.0 Estimated Costs 12 7.0 Financing 13 8.0 Proposed Schedule 14 9.0 Conclusions and Recommendations 14 9.1 Conclusions 14 9.2 Recommendations 15 List of Tables Table 1 Estimated Costs 13 Feasibility Report A- LINOL0305.02 City of Lino Lakes Page ii Table of Contents (Continued) List of Figures Figure 1 - Location Map Figure 2 - Location Map Figure 3 - Proposed Site Plan Figure 4A — Streets Figure 4B - Streets Figure 5 - Proposed Roundabout Detail Figure 6 - Lake Drive Improvements Figure 7 - Proposed Tree Plantings Figure 8 - Proposed Street Lighting Figure 9 - Proposed Storm Sewer Figure 10 - Proposed Sanitary Sewer Figure 11 - Proposed Water Main Figure 12 - Proposed Water Main Crossing of I -35W Figure 13 - Proposed City Park Figure 14 — Lake Drive Right -of -Way Requirements List of Appendices Appendix A Project Cost Estimates Feasibility Report A- LINOL0305.02 City of Lino Lakes Page iii June 10, 2004 Feasibility Report Legacy at Woods Edge Development Prepared for the City of Lino Lakes 1.0 Introduction The Legacy at Woods Edge development is a proposed 48.8 -acre Planned Unit development (PUD) located in the southeast quadrant of the I -35W / Lake Drive (CSAH 23) interchange in Anoka County (see Figures 1 and 2). The site is bounded by Lake Drive to the west, I -35W to the north, Rice Creek Chain of Lakes Regional Park to the east, and the Lino Lakes City Hall complex to the south. 1.1 Project History In 1998, the City of Lino Lakes initiated preparation of a Master Plan for the City's Town Center district. A draft Master Plan was completed in 2000 and it identified the need to create a mixed -use development in the areas surrounding the I -35W / Lake Drive interchange. The identified mix of uses were to include retail, offices, entertainment, housing, recreation, civic, and open space facilities, and were to be in compliance with the Livable Communities Act adopted by the Metropolitan Council. Elements of the Master Plan were implemented when the City Hall complex, Fairview Clinic, and Lino Lakes State Bank buildings were constructed in 1998 and 1999. In 1999, the City passed a resolution authorizing City staff to enter into an agreement with the YMCA which would incorporate a new facility into the project area. As part of the resolution, the City proposed to participate financially in the cost of the new facility, as well as providing land and public infrastructure at no cost to the YMCA. In 2001, the City of Lino Lakes adopted a new Comprehensive Plan. The Plan specifically guides the subject project area for Mixed Use Development. In 2003, the Hartford Group entered into a purchase agreement with the Tagg family for a 29 -acre parcel of land lying within the project area and also entered into a purchase agreement with the City of Lino Lakes for City - owned property between the Tagg property and the City Hall complex. A proposed site plan was prepared by The Hartford Group that includes A -LI NOL0305.02 Page 1 348,000 square feet of retail/office /service space and 450 residential units (see Figure 3). In November 2003, an Environmental Assessment Worksheet (EAW) was prepared by SEH for the proposed development, as submitted by The Hartford Group. A determination of No Significant Impact was made by the Lino Lakes City Council in February 2004. In March 2004, the subject property was rezoned to a PUD, a development regulating plan and a preliminary plat was approved, and preparation of a feasibility report for public improvements associated with the development was ordered by the City Council. 1.2 Regulating Plan The development regulating plan approved in March 2004 by the City Council provides a framework for design and installation of public improvements and amenities within the development. The document is entitled "Lino Lakes Town Center Design & Development Guide ". 2.0 Description of Project Elements 2.1 Roadway (Local Streets) 2.1.1 Existing Conditions Town Center Parkway is a bituminous - surfaced roadway with concrete curb and gutter on both sides. Between Lake Drive and Village Drive, the street is a four -lane, divided roadway with two 26 -foot wide drive lanes and a raised median that varies in width from 10 feet to 22 feet. Existing right -of -way width in this block is 80 feet. East of Village Drive, the street tapers to a two - lane urban roadway that is 26 feet in width (curb face to curb face). Existing right -of -way width in this section is 60 feet. Total length of the street is approximately 1050 feet. Village Drive is a bituminous- surfaced roadway with concrete curb and gutter on both sides of the street. The street is 26 feet in width (curb face to curb face) and existing right -of -way width is 60 feet. Total length of the street is approximately 550 feet. Both streets are in good condition, but are too narrow to safely carry the traffic volumes that will be generated by the Legacy at Woods Edge development. 2.1.2 Proposed Improvements Town Center Parkway will be reconstructed as a four -lane divided urban roadway from Lake Drive to the end of the existing roadway. A raised 14 to 16 -foot wide median with concrete curbs will be incorporated into the reconstructed section and turn lanes will be added at the westbound approach to Lake Drive, at Village Drive, and at entrances to Block 1. A median opening to be provided at the easterly entrance to the City Hall complex will allow vehicles exiting City Hall to turn left but will not allow left turns for westbound traffic on Town Center Parkway. Right -of -way width will be 100 feet. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 2 Town Center Parkway will be extended northerly from the end of the reconstructed section to a roundabout in the center of the development. This section will be a two -lane, divided roadway with either raised or painted medians. Street width will vary from 34 to 48 feet. Parallel parking bays will be provided where roadway geometrics can accommodate the parking movements. Right -of -way width will vary from 86 to 94 feet. Village Drive will be reconstructed from Town Center Parkway to the end of the existing roadway. The street section will have two 13 -foot wide travel lanes with diagonal parking bays on the east side. Curb bumpouts will be installed to protect parking bays, improve pedestrian safety, and provide traffic calming The streets around the City park will be established as one -way streets, with Woods Edge Boulevard designated as one -way westbound and Village Green designated as one -way eastbound. Travel lanes will be 14 feet in width. A surmountable curb will be placed on the park side of each street to allow for passage by emergency vehicles. Diagonal parking bays will be provided on both streets. Town Center Parkway from the roundabout to Woods Edge Boulevard and Woods Edge Boulevard from the roundabout to Town Center Parkway will be two -lane urban roadways and will be 32 or 44 feet in width. The wider section will be used in areas where parallel parking is needed on both sides of the street. A roundabout is proposed in the center of the development. The location of the roundabout was selected to provide a visual link to the City park, as well as a transition from the commercial/retail area to the residential area. Use of a roundabout at this intersection will also provide effective traffic control while minimizing vehicle stops. The roundabout will feature a 16 -foot wide travel lane, a landscaped central area, and landscaped approach medians. An additional drivable surface will be provided on the inside of the travel lane to accommodate truck turning movements. Proposed street improvements are shown in Figures 4A and 4B. The proposed roundabout is shown in Figure 5. 2.1.3 Alternatives Preservation of existing Town Center Parkway and Village Drive was considered and was rejected because the streets need to be widened to accommodate the increase in traffic volumes expected with development of the site. Installation of a conventional four -leg intersection instead of the roundabout was considered and was rejected because it did not meet the requirements specified in the Town Center Design & Development Guide. 2.2 Roadway (Lake Drive — CSAH 23) 2.2.1 Existing Conditions Lake Drive is a County State Aid Highway that is owned and maintained by Anoka County. In the vicinity of the Legacy at Woods Edge site, Lake Drive is a two -lane rural roadway with paved shoulders and is connected to I -35W Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 3 by a full diamond interchange. The road has a bituminous surface over a 24- foot wide concrete pavement. The existing bridge over I -35W is a concrete structure that is approximately 30 feet in width. The existing roadway south of the freeway interchange is in fair to poor condition and the underlying concrete joints have caused reflective cracking of the bituminous surface. Right -of -way width is 80 or 100 feet. North of the freeway interchange, Lake Drive is a four -lane divided roadway that was constructed in 2001. This section of roadway is in excellent condition. The northbound I -35W freeway exit and entrance ramps are offset along Lake Drive and need to be realigned to improve intersection safety. The Lake Drive intersections at Town Center Parkway, northbound I -35W ramps, and southbound I -35W ramps are not signalized. 2.2.2 Proposed Improvements Geometric improvements for Lake Drive were first identified in a traffic study conducted by SEH, in response to submittal of the proposed site plan by The Hartford Group. Lake Drive is proposed to be reconstructed from a point approximately 700 feet south of Town Center Parkway to the I -35W freeway bridge. Beginning at the south end, the roadway will be tapered from the existing two -lane section to a four -lane section that includes northbound left and right -turn lanes at the approach to Town Center Parkway. Immediately north of Town Center Parkway, Lake Drive will have 3 southbound lanes (one through lane and two left -turn lanes) and two northbound lanes. One of the northbound lanes will serve exclusively as a right -turn lane to the I -35W northbound entrance ramp. Approaching the I -35W northbound ramps, Lake Drive will have one southbound lane, a large median area, and two northbound lanes. Immediately north of the ramps, Lake Drive will have two southbound lanes (one through lane and one left turn lane) and one northbound lane before tapering down to the width of the existing bridge. Northbound I -35W freeway entrance and exit ramps will be realigned to eliminate the existing intersection offset at Lake Drive. Approximately 150 feet of the exit ramp and 550 feet of the entrance ramp will be realigned. Full- actuated traffic signals will be installed at three intersections: 1. Lake Drive at Town Center Parkway 2. Lake Drive at realigned I -35W northbound ramps 3. Lake Drive at I -35w southbound ramps A permanent signal will be installed at the Town Center Parkway intersection while temporary signals will be installed at the two ramp intersections. To optimize traffic operations, the three signals will be interconnected with an existing signal at the intersection of Lake Drive and Apollo Drive. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 4 Proposed improvements for Lake Drive are shown in Figure 6. A separate study is presently being conducted to evaluate widening or replacement of the existing Lake Drive bridge over I -35W. Results of the study may identify modifications that must be made to proposed Lake Drive improvements. 2.3 Sidewalks/Trails 2.3.1 Existing Conditions An 8 -foot wide bituminous sidewalk exists on the south side of Town Center Parkway and extends from Lake Drive to the end of the existing roadway. Village Drive has an 8 -foot wide bituminous sidewalk on the west side of the street that extends from Town Center Parkway to the end of the existing roadway. The sidewalk in both streets is in good condition but will interfere with proposed street improvements. 2.3.2 Proposed Improvements Commercial and retail buildings are proposed to be placed at the property lines and will not be set back from the street right -of -way lines. To create a downtown feel and to encourage pedestrian use of the corridors, full -width sidewalks will be installed between the curb and adjacent buildings. Sidewalk widths will vary from 12 to 15 feet in Blocks 1, 2, and 3, and around the City park. Sidewalk materials are proposed to be concrete, paver block, or a combination thereof. For Outlot A (residential area), 5 -foot wide concrete sidewalks will be constructed in the streets surrounding Outlot A. An 8 -foot wide bituminous trail will be placed on the south side of Town Center Parkway and will extend from Lake Drive to the southwest corner of Block 3. The trail will then be extended easterly along the southerly boundary of Block 3 to the edge of Chain of Lakes Regional Park. It is anticipated this trail will be extended into Chain of Lakes Regional Park in the future. The segment of trail constructed with this project will be in conformance with the City's Comprehensive Trail Plan. 2.3.3 Alternatives Elimination of sidewalks throughout the development was considered and rejected, as the Lino Lakes Town Center Design & Development Guide mandates the use of sidewalks to promote pedestrian activities within the development. 2.4 Streetscaping / Landscaping 2.4.1 Existing Conditions Streetscape elements currently are not found in the development area. Landscaping consists of a few boulevard trees, grass boulevards, and areas of native plantings. 2.4.2 Proposed Improvements To promote the theme of a pedestrian - friendly environment, a number of streetscape elements are proposed to be incorporated into the project. The use of full -width sidewalks in the commercial/retail areas has been identified Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 5 elsewhere in this report. The Town Center Design & Development Guide promotes the use of planters, benches, bicycle racks, decorative litter receptacles and lighted bollards throughout the site to enhance the pedestrian experience and to attract more business for the retail stores. Incorporation of appropriate materials and architecture into the buildings within the development is also an important consideration. The density and placement of the various streetscape elements used in the development will be determined during final design. Boulevard trees will be planted throughout the development. In areas of sufficient boulevard or median width, trees will be placed directly in the soil. In areas of full -width sidewalk, trees will be placed in cutout areas and will be bedded in a structural soil that promotes health of the trees. Tree grates may be used in these areas to protect the trees. Irrigation systems will be installed in landscaped medians and boulevards, as well as in areas with tree wells. Proposed boulevard tree planting details are shown in Figure 7. 2.5 Retaining Walls 2.5.1 Existing Conditions There are no retaining walls along the existing streets in the project area. 2.5.2 Proposed Improvements A retaining wall will be installed on the east side of Town Center Parkway in the vicinity of the existing wetland next to the City Hall complex. A retaining wall will also be required to support the pedestrian trail installed along the southerly edge of Block 3. The wall will have the added feature of providing a barrier that prevents parking lot runoff in Block 3 from discharging directly to the existing wetland on the south end of Block 3. Other retaining walls may be required in the development but it is anticipated they would be installed on private property and would not be considered as part of the public improvements. 2.5.3 Alternatives Elimination of the retaining wall to support the pedestrian trail was considered. This alternative was rejected as it would require the trail to either be placed in the adjacent wetland or in the YMCA parking lot. Both options are objectionable. 2.6 Street Lighting 2.6.1 Existing Conditions Town Center Parkway and Village Drive have inplace street lighting fixtures that provide adequate lighting at intersections and driveway entrances. The fixtures are not compatible with the ornamental style of fixtures identified in the Town Center Design & Development Guide. 2.6.2 Proposed Improvements Street light fixtures proposed for the development are identical to the fixtures used in the Market Center area on the north side of I -35W. The fixtures will Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 6 consist of 16 -foot poles with a single Domus -style luminaire. The lighting units will be furnished with festoon outlets to accommodate decorative holiday lighting or other uses. Banner brackets, support arms for hanging planter baskets, and flag holders may also be incorporated. Individual fixtures will be placed to provide an average illumination level of 1 foot - candle. The location and sizing of electrical supply cabinets will be determined during final design, when total power demand for the site can be more accurately evaluated. Underground conduit will be installed to accommodate the wiring necessary for the system. The proposed street lighting system is shown in Figure 8. 2.7 Storm Sewer / Drainage 2.7.1 Existing Conditions Storm sewer was installed in Town Center Parkway and Village Drive in 1997 and 1998, when the City Hall complex was built. The existing storm sewer system discharges to a storm water pond located south of Town Center Parkway and west of the City Hall parking lot. The pond discharges into the first in a series of wetlands that ultimately drain to either Marshan Lake or George Watch Lake. Storm sewer pipes range in size from 12 to 24 inches in diameter. 2.7.2 Proposed Improvements Storm sewer and drainage improvements are proposed to be installed as four separate systems. The systems are generally described as serving the following areas: 1. Existing Village Drive/Town Center Parkway 2. Block 1 and Block 3 3. Block 2; and 4. Outlot A Proposed improvements are shown in Figure 9. 2.7.2.A. Existing Village Drive/Town Center Parkway The existing storm sewer in Village Drive will be replaced with a storm sewer system ranging in size from 15 to 30 inches in diameter. The system will extend northerly from Town Center Parkway to Village Green on the south side of the City park and then will extend easterly in Village Green to the roundabout. Woods Edge Boulevard on the north side of the City park will also be connected to this system. Replacement of the existing system is necessary to accommodate the additional drainage area being served by the system. The existing storm sewer system in Town Center Parkway will be replaced to accommodate a roadway section that must be widened to support the traffic volumes generated by the development. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 7 The existing storm water pond located on the south side of Town Center Parkway and west of the City Hall parking lot will be expanded to accommodate the additional drainage area being routed to the storm sewer in Village Drive. Another storm water pond will be excavated on the south side of Town Center Parkway near Lake Drive to eventually receive storm water runoff generated from the widening of Lake Drive. 2.7.2.B. Block 1 and Block 3 A storm water pond will be excavated in the middle of Block 1 to collect runoff from the surrounding parking lot and buildings. A series of underground storm water chambers will be installed under the parking lot to provide infiltration. An 18 -inch storm sewer will be installed between the storm water pond and an existing wetland located north of City Hall. This line will function as a pond overflow. A storm water pond will be excavated on the southerly end of Block 3 to hold runoff from the adjacent parking lot. The pond will be connected to a series of underground storm water chambers to allow for infiltration. A pond overflow pipe will be installed to convey treated storm water to an existing wetland located north of City Hall. Some small drainage areas in Town Center Parkway will be connected via storm sewer to the underground storm water chambers. Pipe sizes will range in size from 15 to 18 inches in diameter. Drainage systems within the parking lots in Blocks 1 and 3 are considered private improvements and are outside the scope of this report. 2.7.2.C. Block 2 A storm water pond will be excavated in the northwesterly corner of Outlot B to receive runoff from Block 2. The pond will discharge to a large existing wetland that abuts the northeasterly side of the proposed development. A storm sewer system will extend southwesterly from the pond to Town Center Parkway and will terminate on the north side of the roundabout. Pipe sizes will range from 15 to 30 inches in diameter. 2.7.2.D. Outlot A A storm water pond will be excavated in the northeasterly corner of Block 3 to accommodate drainage from the south half of Outlot A and from Woods Edge Boulevard between Outlot A and the YMCA facility. The pond will discharge to the existing wetland that abuts the development on the east. A storm sewer system will extend from the pond to Woods Edge Boulevard on the south side of Outlot A and then extend westerly to the entrance to the YMCA facility. Pipe sizes will range from 15 to 18 inches in diameter. A second storm water pond will be excavated in Outlot B to receive runoff from the northerly half of Outlot A. Storm sewer will be extended westerly from the pond to collect street runoff and to serve as a pond overflow for a private storm water pond to be built within Outlot A. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 8 2.7.3 Alternatives Eliminating the use of underground storm water chambers for infiltration and increasing pond sizes to offset the loss of infiltration was considered. This approach was rejected because it would not meet infiltration criteria required by Rice Creek Watershed District and would result in a significant reduction of land available for development. Installation of a single system to serve the entire development was considered. This approach was rejected because infiltration would become more difficult, pipe sizes and corresponding costs would increase significantly, and staging of development for the entire site would be virtually eliminated. The use of multiple drainage systems will allow overall development to be divided into smaller, more manageable phases. 2.8 Sanitary Sewer 2.8.1 Existing Conditions Sanitary sewer was extended in Town Center Parkway and Village Drive when Phases I and II of the Village development was constructed in 1997 and 1998. A 12 -inch PVC gravity sewer exists in Town Center Parkway from Lake Drive to the end of the existing roadway. A 12 -inch PVC gravity sewer also exists in Village Drive from Town Center Parkway to the end of the existing roadway. Both sewer mains are in very good condition. 2.8.2 Proposed Improvements A 10 -inch PVC gravity sewer will be extended northerly in Town Center Parkway from the end of the existing 12 -inch main to the southeast corner of the new City park. This run of sewer is approximately 400 feet in length. An 8 -inch stub will be provided to serve Block 1 of the proposed development. A 10 -inch PVC gravity sewer will be extended northerly in Village Drive from the end of the existing main to Woods Edge Boulevard on the north side of the City park, then easterly in Woods Edge Boulevard to the proposed roundabout. A 10 -inch main will be extended easterly from this point to the entrance to the YMCA facility. The length of this sewer run is approximately 1200 feet. An 8 -inch PVC gravity sewer will be extended northeasterly in Town Center Parkway from the roundabout to the intersection with Woods Edge Boulevard. The length of this run of sewer is approximately 950 feet. An 8 -inch PVC gravity sewer will be extended easterly in Woods Edge Boulevard from the YMCA entrance to the southeasterly corner of Outlot A and then northerly into Outlot A. A second 8 -inch PVC gravity main will also be extended into Outlot A. Total length of these two sewer runs is approximately 1000 feet. Eight -inch sewer stubs will be installed at multiple locations for Blocks 1, 2, and 3. Some of these stubs will be connected to existing sewers in Town Center Parkway and Village Drive. Existing and proposed sanitary sewers are shown in Figure 10. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 9 2.8.3 Alternatives A "do nothing" alternative was considered and rejected as extension of municipal sanitary sewer into the project area is necessary to serve the proposed development. 2.9 Water Main 2.9.1 Existing Conditions Water main was installed in Town Center Parkway and Village Drive as part of Phases I and II of the Village development. A 10 -inch DIP main exists in Town Center Parkway from Lake Drive to the end of the existing roadway. A 10 -inch DIP main also exists in Village Drive between Town Center Parkway and the end of the existing roadway. The existing water main currently serves as a dead end and is not looped to the existing system on the north side of the freeway. The length of this dead end and the resulting lack of circulation likely have contributed to water quality issues at the City Hall Complex. 2.9.2 Proposed Improvements A 10 -inch DIP water main will be extended northerly in Town Center Parkway from the end of the existing main to the roundabout and then easterly in Woods Edge Boulevard to the southeasterly corner of Outlot A. Length of this pipe run is approximately 1600 feet. A 10 -inch DIP water main will be extended northerly in Village Drive from the end of the existing main to Woods Edge Boulevard. Length of this main is approximately 250 feet. A 12 -inch DIP main will be installed in Woods Edge Boulevard between Village Drive and the roundabout. This main will be extended in new Town Center Parkway from the roundabout to the northerly boundary of the development. Length is approximately 1350 feet. Eight -inch DIP water mains will be looped around and through Outlot A. Eight -inch stubs will be provided at multiple locations for Blocks 1, 2, and 3. Exact location of the stubs will be determined as individual building concepts are refined. Total length is approximately 1600 feet. Fire hydrants and fire service lines will be installed at appropriate locations, in accordance with City and State Fire Codes. A 12 -inch DIP or HDPE main will be installed under the freeway and will be connected to an existing 8 -inch DIP main in the vicinity of the McDonald's restaurant on the north side of the freeway. A casing pipe will also be installed under the freeway to satisfy Mn/DOT requirements for containing a pressurized main. This main is for looping purposes and is considered to be a trunk line capital improvement in accordance with the City's 2004 Comprehensive Water System Plan. Total length of the 12 -inch loop is approximately 600 feet. Existing and proposed water mains are shown in Figure 11. The proposed water main crossing of I -35W is shown in Figure 12. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 10 2.9.3 Alternatives Postponing installation of the freeway crossing until a future date was considered. This alternative was rejected because the intensity of the proposed development will require a significant level of fire protection that can be met only if the system is looped across the freeway. 2.10 Private Utilities 2.10.1 Existing Conditions Existing buildings in the development area are presently served with gas, electric, telephone, and cable television facilities. 2.10.2 Proposed Improvements Further development of the site will require extension and expansion of private utilities. To effectively manage the public right -of -way, the City should incorporate early and frequent coordination with private utility companies. The City may want to consider installing utility conduits as part of the public improvements project and then leasing conduit space to the various utility companies. Location and sizing of private utility lines must be determined by each utility company. 2.11 City Park A conceptual plan has been developed for the new City park. The plan incorporates a central green, a plaza area, and a seasonal garden area. The use of tree plantings, sidewalks, paver blocks, interactive water features, and flower beds would promote the park as a gathering place and as an area that could host outdoor events and concerts on a seasonal basis. Creation of a City park within the development is consistent with the Town Center Design & Development Guide. Proposed park improvements are shown in Figure 13. 3.0 Maintenance Impacts Maintenance requirements resulting from this project, while typical for a downtown area, will be unique for the City and will create the need for revised City policies related to snow removal, street sweeping, sidewalk cleaning, and landscape irrigation and upkeep. The expectations of individual business owners in the "downtown" retail area must be identified and met to ensure a successful relationship between the City and the merchants in maintaining the public improvements. The City may want to explore creating an agreement with the business district to streamline snow removal operations in the public right -of -way and private parking lots. Similar agreements could be developed for maintenance of landscaping and lighting, as well as for sweeping of streets and parking lots. The City also may want to consider contracting for maintenance of the street lighting system. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 11 Maintenance requirements for sanitary sewer and water main improvements are expected to be nominal. Periodic inspections of storm sewer and drainage facilities will need to be done to verify they are functioning as intended. 4.0 Right -of -Way and Easements Local street and utility improvements will be constructed within right -of -way or easement corridors identified in the preliminary plat for the development. Dedication of the right -of -way and easement corridors will occur when a final plat is filed and recorded with Anoka County. The water main crossing of I -35W will require a dedicated utility easement on the north side of the freeway. Reconstruction of Lake Drive will require additional permanent right -of -way from two parcels on the west side of the existing road (see Figure 14). Realignment of the I -35W northbound entrance ramp will require additional permanent right -of -way across a parcel of land identified as Outlot C of The Village No. 1. Results of a separate study of the Lake Drive bridge over I -35W may identify additional right -of -way required to accommodate replacement of the bridge or widening of Lake Drive. 5.0 Permits The following permits are anticipated: • Anoka County for work in Lake Drive (CSAH 23) right -of -way • Mn/DOT for work in I -35W right -of -way • Rice Creek Watershed District for site grading and drainage improvements • MPCA for sanitary sewer extensions ■ MPCA for an NPDES general storm water construction permit ■ MDH for water main extensions • DNR for temporary dewatering of utility trenches • Metropolitan Council for sanitary sewer extensions • Army Corps of Engineers for work in protected wetlands. 6.0 Estimated Costs Estimated costs for various elements of the project are summarized in the table below. Total costs include construction, 10 percent for contingencies, and 30 percent for administrative, engineering, legal, and fiscal costs. Land acquisition costs are not included. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 12 Table 1 Estimated Costs Estimated Project Element Cost Local Street Reconstruction $573,800 Local Street Extensions $1,060,200 Lake Drive Reconstruction $2,401,500 Streetscaping /Landscaping $1,246,700 Street Lighting $916,600 Storm Sewer /Drainage $857,900 Sanitary Sewer $242,600 Water Main 1) $492,400 City Park $590,300 Total $8,382,000 1) Includes $155,100 for trunk crossing of I -35W. A more detailed cost estimate is included in the Appendix of this report. 7.0 Financing A project of this complexity presents some unique challenges in the area of funding. A combination of City utility funds, Met Council grants, special assessments to benefiting properties and tax increment financing (TIF) is anticipated to be utilized in financing various elements of the project. Anoka County may provide some funding for improvements in Lake Drive. Freeway ramp realignment and signalization may be eligible for Mn/DOT funding through the agency's Cooperative Agreement program. Extension of street, storm sewer, sanitary sewer, and water main improvements into the development are proposed to be assessed on an area basis to benefiting properties within the development. Installation of a water main across I -35W for looping purposes is considered a system improvement and will be financed with City trunk utility funds. Street lighting, streetscaping, and landscaping improvements are proposed to be assessed on an area basis to benefiting properties within the development. The City has received a Livable Communities grant from the Met Council and is in the process of pursuing additional funding from the agency. Feasibility Report City of Lino Lakes Page 13 A -LI NOL0305.02 8.0 Proposed Schedule A proposed timetable for implementing the improvements identified in this report is outlined below: • City Council Receives Feasibility Report and Calls for Public Improvement Hearing June 14, 2004 • Publish Notice of Public Hearing June 2004 • Public Improvement Hearing July 12, 2004 • Council Orders Preparation of Plans & Specifications July 26, 2004 • Council Approves Plans & Specifications and Orders Advertisement for Bids October 2004 • • Bids Received November 2004 Council Awards Bid December 2004 Project Construction April- October 2005 Final Assessment Hearing October 2005 The timing for construction of improvements in Lake Drive may follow a different schedule and will be dependent on the outcome of the bridge replacement study and subsequent programming 9.0 Conclusions and Recommendations 9.1 Conclusions As a result of this feasibility study, we conclude the following: 1. The City of Lino Lakes has devoted significant time and resources to planning for a "downtown" area in the community, as evidenced by creation of the Town Center Design & Development Guide. 2. The Hartford Group has demonstrated a strong willingness to partner with the City in developing a downtown area that is consistent with the Town Center Design & Development Guide. 3. The City's commitment to the YMCA can best be achieved by incorporating a facility into the overall plan for Legacy at Woods Edge. 4. Street and utility improvements identified in this report are necessary to support the proposed development, are feasible from an engineering standpoint, and are cost - effective in meeting the public service demands generated by the development. 5. Existing roadway widths of Town Center Parkway and Village Drive are not sufficient to safely carry the traffic volumes anticipated with the development. 6. Geometric improvements to Lake Drive are necessary to handle the expected increase in traffic volumes entering and exiting the development. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 14 7. Freeway ramp realignment and signalization are necessary to improve safety in the Lake Drive corridor. 8. Existing sanitary sewer facilities are adequate to convey the additional wastewater flows generated by the development. 9. Looping of water main will be necessary to provide adequate fire protection for the development. 10. Implementation of significant streetscape and street lighting elements is necessary to create a pedestrian - friendly environment within the development. 11. If the City is to maintain the proposed streetscape and landscape elements identified in this report, additional equipment and personnel may be required. 9.2 Recommendations Based on the aforementioned conclusions, we recommend the following: 1. The City Council accept this report and order a public improvement hearing. 2. The City should enter into a developer's agreement with The Hartford Group to further define project cost participation. 3. The City should formalize an agreement with YMCA to define project cost participation. 4. The City should apply for funding of freeway ramp realignment and signalization through Mn/DOT's Cooperative Agreement program. 5. The City should pursue funding from Anoka County for Lake Drive improvements. 6. The City should initiate acquisition proceedings for right -of -way necessary for Lake Drive improvements, freeway ramp realignment, and water main looping across I -35W. 7. A special maintenance district should be established either by the City or by the development's retail association to generate revenue used in covering the cost of ongoing maintenance. Feasibility Report A- LINOL0305.02 City of Lino Lakes Page 15 List of Figures Figure 1 - Location Map Figure 2 - Location Map Figure 3 - Proposed Site Plan Figure 4A — Streets Figure 4B - Streets Figure 5 - Proposed Roundabout Detail Figure 6 - Lake Drive Improvements Figure 7 - Proposed Tree Plantings Figure 8 - Proposed Street Lighting Figure 9 - Proposed Storm Sewer Figure 10 - Proposed Sanitary Sewer Figure 11 - Proposed Water Main Figure 12 - Proposed Water Main Crossing of I -35W Figure 13 - Proposed City Park Figure 14 — Lake Drive Right -of -Way Requirements cirN • mina NrIMPrik_11 mannil Anoka County Source: Anoka County, Mn /DOT, USGS, MNDNR, and SEH. UTM, Zone 15, Meters NA083 F Legacy at Woods Edge General S Q � KES SEH Development Location Map Figure 1 ; .1...93201S ••• ' Iit yT 7...) 7 • '\\ 4 • •et • '. ' 7 ■ I ---''' I - ' ; )■■ z \ ••7 , / • - • ,•r 1 1 1 1 1 1 I; • j • • ( I " • L. „ • ) • .- - - — ,---) / 7- •,./---- i....-'- ----- _, -- -- • • : • - " • ' ' , • , • °L. 37-1,43,i1 • • • •• , N. • • lk00 "111 ,..• . N Il NI-..--,„ ,, ', ---,-- • --4-,---... 11 "....„,,, ----ts, ITIrf_r•• r------, ....„, ) •.:1---.9—•:, ,12)1 •,r, II '-;-,---.- \ .1/1- 1-1„:;'-- . , M LI Al" • ' 41' SN 00 C•;7?). 006 .- - ,,. ,4 t . • • • :-./' :-.--,-,---„,->-.. \! ) ,., ..._ ..-„,—........, ,/ s, ,...., .„---.. . A ''..---•—•-,1 •. ? • • '.. • • _.., • x • 7•,. 1 1 =.1 OU1 "'d\ 0) UN I ON MI MI I MI OM ER NM In MI In r r- AI en 1 -35 W 15 11101111011411 JIIIIIIIIIIIIIIIIIIII IJ 0 111{111114111111i D MAIM% D s.!- J1♦ ITY . F KES SEH 15 BUILDING TYPE SUMMARY LEGACY AT WOOD'S EDGE - LINO LAKES, MN LOT NUMBER BUILDING TYPE 1 Commercial /Grocery/Office 2 Commercial /Retail /Office 3 Commercial /Retail /Office 4 Commercial /Retail /Office 5 Commercial/Retail/Office 6 Commercial /Retail /Housing 7 Commercial /Retail /Office 8 Commercial/Retail/Office 9 Commercial /Retail /Office 10 Commercial /Retail /Office /Housing 11 Commercial 12 Commercial 13 Commercial 14 Commercial 15 Townhomes 16 Commercial /Retail /Office /Housing 17 Commercial /Retail /Office /Housing 18 YMCA 19 Existing Fairview 20 Existing Bank 21 Existing City Hall 22 Existing Children's Welfare 23 Existing Police Station MINIMUM MAXIMUM MINIMUM MAXIMUM BUILDING NUMBER NUMBER SF SF RESIDENTIAL FOOTPRINT FLOORS FLOORS COMMERCIAL COMMERCIAL UNITS 13,700 8,500 4,300 7,000 3,600 26,700 22,092 5,500 5,500 34,000 10,000 10,000 10,200 10,000 NA 20,800 17,000 NA NA NA NA NA NA 208,892 1 1 1 1 1 1 1 1 1 1 NA 1 1 NA NA NA NA NA NA 1 3 2 3 3 4 4 2 3 4 3 3 3 3 NA 4 4 NA NA NA NA NA NA Legacy at Woods Edge Development 13,700 8,500 4,300 7,000 3,600 26,700 22,092 5,500 5,500 34,000 10,000 10,000 10,200 10,000 NA 20,800 17,000 NA NA NA NA NA NA 208,892 13,700 25,500 8,600 21,000 10,800 26,700 22,092 11,000 16,500 34,000 30,000 30,000 30,600 30,000 NA 20,800 17,000 NA NA NA NA NA NA 348,292 Coordinate System: Anoka County, NAD83, Feet Proposed Development Site Plan Map Document (C \Prolects\Lino_EAW_Village \Proposed Development Site Plan 11x17 mad) 5/27/2004 -- 10 21 12 AM 0 150 300 600 900 1,200 Feet NA NA NA NA NA 67 55 NA NA 68 NA NA NA NA 190 38 32 NA NA NA NA NA NA 450 NORTH Figure 3 100 0 100 200 9C01G Q feet 1 1 1 1 1 1 1 1 • LINO LAKES, MINNESOTA LEGACY AT WOODS EDGE LEGEND TRAFFIC DIRECTION ARROWS CROSSWALK PARKING STRIPING CENTERLINE STRIPING " *NOTE ** SEE FIGURE 4B FOR TYPICAL SECTIONS PROPOSED ROAD LAYOUT FILE NO. ALINOL0305.02 DATE 05/18/04 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROW ROW ROW 75' ROW ROW ROW 54' ROW ROW " *NOTE ** SEE FIGURE 4A FOR PLAN VIEW OF ROADS ROW 66' 12' 14' E 15' DIAL. PARKING 13' 6.5' 12' 11' 13' C 32.5' SDWK /BLVD. IT 2% 2% 2% 2% 2% 2x `- L L GE LUNTAB LI GREE N VLLAGE J DRIVE LE CURB E-E (SEE PLAN VIEW, FIG 4A) ROW 70' A-A (SEE PLAN VIEW, FIG 4A) ROW 75' 14' 15' DIAG. PARKING 14' C 15' DIAG. PARKING 12' 14' 13' 13' 15' DIAGONAL PARKING 15' SDWK C6 2% I 2% 2% 2% 2x 2% 2% L VLLAGE ,J DRIVE V WOODS EDGE v \ BOULEVARD SURMOUNTABLE CURB ROW ROW (SEE PLAN VIEW, FIG 4A) ROW 100' ROW ROW F-F (SEE PLAN VIEW, FIG 4A) ROW 60' 5' SDWK 3' BLVD 9' PARKING 13' 13' 9' PARKING 3' BLVD 5' SDWK 11' SDWK 9' PARKING 13' E 13' 9' PARKING 11' SDWK 12' SDWK 9' PARKING 13' 13' C 14' MED. 13' 13' 4' BLVD 8' BIT TRAIL 2% 2% 2% 2% 2% 2x 2x 2x zx 2x 2% 1' WOODS EDGE r BOULEVARD a TOWN CENTER PARKWAY a. a TOWN CENTER a. PARKWAY G-G (SEE PLAN VIEW, FIG 4A) ROW 60' I - I (SEE PLAN VIEW, FIG 4A) ROW 66' C-C (SEE PLAN VIEW, FIG 4A) ROW 100' 1' 8' BIT TRAIL 13' 15' 4' 12' 11' 12' 8' BLVD 4' 5' SDWK 8' BLVD 12' 12' 8' PARKING 8' BIT TRAIL 5' SDWK 4' 1' 5' SDWK 8' BLVD 16' 16' 8' BIT TRAIL 6' BLVD 4' BLVD - n 2% 16' MED 2R 2% 2% 2x ft 2x 2x n a 2% 11 2% 2% 2% TOWN CENTER ` PARKWAY TOWN CENTER PARKWAY Lb WOODS EDGE BOULEVARD D-0 (SEE PLAN VIEW, FIG 4A) J (SEE PLAN VIEW, FIG 4A) H-H (SEE PLAN VIEW, FIG 4A) / SEH CITY O F IN KE LINO LAKES, MINNESOTA LEGACY AT WOODS EDGE PROPOSED TYPICAL SECTIONS FILE NO. ALNOL0305.02 FIGURE NO. 4B DATE 5/18/04 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14' LANE 1111111111/11- �1'_ ■■ ■ ■ ■■■ ■ ■■■■. ■■ ■ ■■ ■■■■■L ■ ■�M ■ .� .°■■ -...swer.:_my, ■■ ■■ ■■ ■. itinta% Troxv wax titest A/Fr .0 7 Plan View 0 10' 20' 40' 60' Section AA 0 5' 10' 20' 40' Figure 5 Hartford Group Inc. Lino Lakes, Minnesota cirY l' �J L NOL ICES SEH Legacy at Woods Edge Development Legend Lane Markings Existing ROW 11 Traffic Signal Existing Bridge Source: Anoka County, Lino Lakes, and SEH. Coordinate System: Anoka County, NAD83, Feet Proposed Lake Drive Improvements 20. 0 150 300 600 900 1 2i Feet Figure 6 1 HIM 1i 1u• 1 1 1,41111 11M11•11■I11I \A■■MEIV■ 1•1111•••=1•1I•1••11IUI•• bti I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 oar O1 \030501 \EP \SURVEY, ' PROPOSED_.:,� STREET I� PROPOSED STREET LIGHT, TYP. SEH LINO LAKES, MINNESOTA LEGACY AT WOODS EDGE 100 0 100 200 1 ME pg >1 scale feet LEGEND PROPOSED STREET LIGHT PROPOSED LIGHTING PLAN FILE NO. ALINOL0305.02 DATE 05/18/04 FIGURE NO. 8 FILE NO. ALINOL0305.0'; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \EP \LNJOSUT, x\ too scab ME N too 200 feet PROPOSED STORM SEWER /MANHOLE, TYP. ji < PROPOS ' t. CAT BASJ,N CASTI :1 7 \. �yy STORM POND PROPOSED STORM SEWER CATCH BASIN, TYP. PROPOSED STORM SEWER, TYP. \ s A fi SEH EASEMENT 20' BRAIN AGE EASEMENT STORM POND "STORM PON!) • \ • WETLAND 4 LINO LAKES, MINNESOTA WETLAND 20' DRAINAGE EASEMENT LEGEND PROPOSED STORM SEWER PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER CATCH BASIN PROPOSED FLARED END SECTION W/ RIP RAP PROPOSED STORM WATER POND LEGACY AT WOODS EDGE PROPOSED STORM SEWER LAYOUT • DATE 05/18/04 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P \LN305UT, X: \KO\U N 100 0 100 200 sale 50 1/ / / / %/ / / / / SEH feet CONNECT TO EXISTING SANITARY _ MANHOLE PROPOSED SANITARY MANHOLE, TYP. 10" VC /j ,INSTALL SANITARY SEWER MANHOLE AND S" STUB T0. ROW- 4 / ‘41.11):/■ CONNECT TO STING. SANITARY SE R WETLAND WETLAND CIT OF IN KE CONNECT TO EXISTING MANHOLE. INSTALL STUB TO ROW LINO LAKES, MINNESOTA LEGEND EXISTING SANITARY SEWER EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER MANHOLE • LEGACY AT WOODS EDGE PROPOSED SANITARY SEWER ROUTING FILE NO. ALINOL0305.02 DATE 05/18/04 1 1 1 1 1 1 1 1 1 1 1 1 100 0 N 100 200 scale 50 feet CONNECT TO EXISTING WATER MAIN . INSTALL. 8" STUB TO ROW 12 "WATERMAIN STUB CONNECT TO EXISTING WATER MAIN PROPOSED HYDRANT & VALVE, TYP. ATER 1 1 1 1 1 1 lJ SEH • • WETLAND \\ 1 CONNECT TO EXISTING WATER MAIN. INSTALL 8° STUB TO ROW CONNECT TO TING WATER MAI . 4 LINO LAKES, MINNESOTA WETLAND �•. LEGACY AT WOODS EDGE LEGEND EXISTING WATER MAIN EXISTING GATE VALVE EXISTING HYDRANT PROPOSED WATER MAIN PROPOSED GATE VALVE PROPOSED HYDRANT AND VALVE NOTE: ALL WATERMAIN SHALL BE DIP CL 52 PROPOSED WATER MAIN ROUTING FILE NO. ALINOL0305.02 DATE 05/18/04 N NM W = MI N NM MI 1111111 M IIIIIII NIP M MO N • x E v) .7) 0 U c 2 m 0 C 2 1— LO 0) M 1 0 CD C J N oa ar-- U of N N.- E 0 0 0 0 N 0. m �cp Existing 8" WM Drainage Easements] Proposed 12" Trunk WM SEH ALINOL0305.02 June 2004 Lino Lakes, MN I -35W Trunk Water Main Crossing Figure 12 1 OM IMME ME 1 1 1 1 MIII■NIM ME ■ ■ •■ ■ ■MM■ ■■ ■ ■ ■■■ \ ■■■■ ■■ ■\■■MPP �■■■ ■■a ■■ ■■■ ■ ■�■■ ■ ■■��■■■■ ■■■■■111111■ %>. lawmgetpip Atit.*.121 Ian 00611160110 1 1 1 1 1 1 itzteo 1 1 1 1 1 1 U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 x E N X Vl C E 2 t7 a) CC 0 a) 0 a) cU J 4) tT R7 W or C.) a) 2 O ti D_ co i Cr) U N E o p o N o IQ Q LIN•I•KES SEH Legacy at Woods Edge Development Lake Drive Right -of -Way Requirements Legend Existing ROW - ROW Requirements (sf) Source: Anoka County, Lino Lakes, and SEH. 2� Coordinate System: Anoka County, NAD83, Feet 0 150 300 600 900 '2K et Figure 14 Appendix A Project Cost Estimates 1 i 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A -LI N OL0305.02 PRELIMINARY ESTIMATE NEW IMPROVEMENTS SANITARY SEWER 1 Mobilization LS 1 $8,100.00 $8,100.00 2 Connect to Existing Sanitary Sewer Manhole EA 2 $750.00 $1,500.00 3 Connect to Existing Sanitary Sewer EA 3 $500.00 $1,500.00 4 12" PVC Sanitary Sewer, SDR 26 (18' -20' deep) LF 132 $36.00 $4,752.00 5 10" PVC Sanitary Sewer, SDR 26 (16' -18' deep) LF 458 $32.00 $14,656.00 6 10" PVC Sanitary Sewer, SDR 26 (18' -20' deep) LF 1,024 $34.50 $35,328.00 7 8" PVC Sanitary Sewer, SDR 35 (10' -12' deep) LF 1,654 $20.00 $33,080.00 8 8" PVC Sanitary Sewer, SDR 35 (12' -14' deep) LF 229 $23.50 $5,381.50 9 8" PVC Sanitary Sewer, SDR 35 (14' -16' deep) LF 195 $26.00 $5,070.00 10 8" PVC Sanitary Sewer, SDR 26 (16' -18' deep) LF 50 $28.00 $1,400.00 11 8" PVC Sanitary Sewer, SDR 26 (18' -20' deep) LF 340 $30.00 $10,200.00 12 Standard Sanitary MH (0 -8' deep) EA 21 $1,425.00 $29,925.00 13 Extra Depth Sanitary MH LF 123 $100.00 $12,300.00 14 Televise Sanitary Sewer LF 4,082 $0.60 $2,449.20 15 Improved Pipe Foundation Material LF 2,000 $2.00 $4,000.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL SANITARY SEWER IMPROVEMENT COST $169,641.70 $16,964.17 $186,605.87 $55,981.76 $242,587.63 WATER MAIN 16 Mobilization LS 1 $11,200.00 $11,200.00 17 Salvage Hydrant EA 5 $600.00 $3,000.00 18 Salvage Gate Valve & Box EA 5 $300.00 $1,500.00 19 Connect to Existing Water Main EA 6 $700.00 $4,200.00 20 12" DIP Water Main, Class 52 LF 1,250 $28.00 $35,000.00 21 10" DIP Water Main, Class 52 LF 1,830 $26.00 $47,580.00 22 8" DIP Water Main, Class 52 LF 2,980 $22.00 $65,560.00 23 6" DIP Water Main, Class 52 LF 200 $18.00 $3,600.00 24 Furnish & Install Hydrant EA 8 $1,800.00 $14,400.00 25 12" Gate Valve & Box EA 3 $1,100.00 $3,300.00 26 10" Gate Valve & Box EA 3 $925.00 $2,775.00 27 8" Gate Valve & Box EA 14 $800.00 $11,200.00 28 6" Gate Valve & Box EA 8 $675.00 $5,400.00 29 Cut in 10" X 8" DIP Tee EA 3 $1,200.00 $3,600.00 30 DIP Fittings LB 6,000 $2.50 $15,000.00 31 Install Salvaged Hydrant EA 5 $600.00 $3,000.00 32 Install Salvaged Gate Valve & Box EA 5 $300.00 $1,500.00 33 Hydrant Riser LF 12 $250.00 $3,000.00 34 Valve Box Extension LF 15 $70.00 $1,050.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL WATER MAIN IMPROVEMENT COST $235,865.00 $23,586.50 $259,451.50 $77,835.45 $337,286.95 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 1 of 7 Total Item No. Description Estimated Unit Unit _ Quantity Price Total NEW IMPROVEMENTS SANITARY SEWER 1 Mobilization LS 1 $8,100.00 $8,100.00 2 Connect to Existing Sanitary Sewer Manhole EA 2 $750.00 $1,500.00 3 Connect to Existing Sanitary Sewer EA 3 $500.00 $1,500.00 4 12" PVC Sanitary Sewer, SDR 26 (18' -20' deep) LF 132 $36.00 $4,752.00 5 10" PVC Sanitary Sewer, SDR 26 (16' -18' deep) LF 458 $32.00 $14,656.00 6 10" PVC Sanitary Sewer, SDR 26 (18' -20' deep) LF 1,024 $34.50 $35,328.00 7 8" PVC Sanitary Sewer, SDR 35 (10' -12' deep) LF 1,654 $20.00 $33,080.00 8 8" PVC Sanitary Sewer, SDR 35 (12' -14' deep) LF 229 $23.50 $5,381.50 9 8" PVC Sanitary Sewer, SDR 35 (14' -16' deep) LF 195 $26.00 $5,070.00 10 8" PVC Sanitary Sewer, SDR 26 (16' -18' deep) LF 50 $28.00 $1,400.00 11 8" PVC Sanitary Sewer, SDR 26 (18' -20' deep) LF 340 $30.00 $10,200.00 12 Standard Sanitary MH (0 -8' deep) EA 21 $1,425.00 $29,925.00 13 Extra Depth Sanitary MH LF 123 $100.00 $12,300.00 14 Televise Sanitary Sewer LF 4,082 $0.60 $2,449.20 15 Improved Pipe Foundation Material LF 2,000 $2.00 $4,000.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL SANITARY SEWER IMPROVEMENT COST $169,641.70 $16,964.17 $186,605.87 $55,981.76 $242,587.63 WATER MAIN 16 Mobilization LS 1 $11,200.00 $11,200.00 17 Salvage Hydrant EA 5 $600.00 $3,000.00 18 Salvage Gate Valve & Box EA 5 $300.00 $1,500.00 19 Connect to Existing Water Main EA 6 $700.00 $4,200.00 20 12" DIP Water Main, Class 52 LF 1,250 $28.00 $35,000.00 21 10" DIP Water Main, Class 52 LF 1,830 $26.00 $47,580.00 22 8" DIP Water Main, Class 52 LF 2,980 $22.00 $65,560.00 23 6" DIP Water Main, Class 52 LF 200 $18.00 $3,600.00 24 Furnish & Install Hydrant EA 8 $1,800.00 $14,400.00 25 12" Gate Valve & Box EA 3 $1,100.00 $3,300.00 26 10" Gate Valve & Box EA 3 $925.00 $2,775.00 27 8" Gate Valve & Box EA 14 $800.00 $11,200.00 28 6" Gate Valve & Box EA 8 $675.00 $5,400.00 29 Cut in 10" X 8" DIP Tee EA 3 $1,200.00 $3,600.00 30 DIP Fittings LB 6,000 $2.50 $15,000.00 31 Install Salvaged Hydrant EA 5 $600.00 $3,000.00 32 Install Salvaged Gate Valve & Box EA 5 $300.00 $1,500.00 33 Hydrant Riser LF 12 $250.00 $3,000.00 34 Valve Box Extension LF 15 $70.00 $1,050.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL WATER MAIN IMPROVEMENT COST $235,865.00 $23,586.50 $259,451.50 $77,835.45 $337,286.95 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 1 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A -LI NOL0305.02 PRELIMINARY ESTIMATE STORM SEWER 35 Mobilization LS 1 $21,500.00 $21,500.00 36 15" RCP Storm Sewer, Class V LF 3,238 $26.00 $84,188.00 37 18" RCP Storm Sewer, Class V LF 1,333 $28.00 $37,324.00 38 21" RCP Storm Sewer, Class V LF 438 $30.00 $13,140.00 39 24" RCP Storm Sewer, Class III LF 299 $32.00 $9,568.00 40 27" RCP Storm Sewer, Class III LF 193 $36.00 $6,948.00 41 30" RCP Storm Sewer, Class III LF 30 $40.00 $1,200.00 42 15" RC Pipe Apron W/ Trash Guard EA 1 $1,000.00 $1,000.00 43 18" RC Pipe Apron W/ Trash Guard EA 2 $1,200.00 $2,400.00 44 21" RC Pipe Apron W/ Trash Guard EA 1 $1,500.00 $1,500.00 45 30" RC Pipe Apron W/ Trash Guard EA 1 $2,000.00 $2,000.00 46 Standard 4' Storm CBMH EA 21 $1,000.00 $21,000.00 47 Standard 4' Storm MH EA 2 $1,000.00 $2,000.00 48 Standard 5' Storm CBMH EA 11 $1,200.00 $13,200.00 49 Standard 5' Storm MH EA 1 $1,200.00 $1,200.00 50 Standard 7' Storm MH EA 2 $1,750.00 $3,500.00 51 Standard 2'x3' Precast CB EA 13 $750.00 $9,750.00 52 Underground Stormwater Chamber CY 4,860 $40.00 $194,400.00 53 Casting Assembly CB, R -3067V EACH 43 $320.00 $13,760.00 54 Casting Assembly CB, R -3290A EACH 2 $320.00 $640.00 55 Casting Assembly MH, R -1642B EACH 4 $320.00 $1,280.00 56 Improved Pipe Foundation Material LF 350 $2.00 $700.00 57 Grade Emergency Overflow Swale EA 1 $500.00 $500.00 58 Random Rip Rap, Cl. III CY 68 $60.00 $4,080.00 59 Silt Fence LF 500 $2.00 $1,000.00 60 Seeding, incl. Seed, Mulch and Disk Anchor AC 2.0 $1,500.00 $3,000.00 61 Seeding, incl. Seed, Fertilizer and Wood Fiber Blanket SY 500 $3.50 $1,750.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STORM SEWER IMPROVEMENT COST $452,528.00 $45,252.80 $497,780.80 $149,334.24 $647,115.04 STREET IMPROVEMENTS 62 Mobilization LS 1 $35,000.00 $35,000.00 63 Salvage Barricade EA 4 $150.00 $600.00 64 Select Granular Borrow (CV) CY 8,900 $13.00 $115,700.00 65 Aggregate Base, Class 5 T 8,970 $9.50 $85,215.00 66 Type LV Non - wearing Course Mixture T 1,780 $32.00 $56,960.00 67 Type LV Wearing Course Mixture T 1,780 $35.00 $62,300.00 68 Bituminous Material for Tack Coat GAL 1,200 $1.50 $1,800.00 69 B618 Concrete Curb and Gutter LF 8,280 $8.00 $66,240.00 70 D424 Concrete Curb and Gutter LF 1,000 $8.50 $8,500.00 71 5" Concrete Sidewalk SF 21,600 $3.00 $64,800.00 72 6" Concrete Walk for Pedestrian Curb Ramp SF 910 $5.10 $4,641.00 73 Modular Block Retaining Wall SF 8,800 $16.00 $140,800.00 74 F &I Street Name Signs (2) EA 6 $300.00 $1,800.00 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 2 of 7 Total IItem No. Description Estimated Unit Unit Quantity Price Total STORM SEWER 35 Mobilization LS 1 $21,500.00 $21,500.00 36 15" RCP Storm Sewer, Class V LF 3,238 $26.00 $84,188.00 37 18" RCP Storm Sewer, Class V LF 1,333 $28.00 $37,324.00 38 21" RCP Storm Sewer, Class V LF 438 $30.00 $13,140.00 39 24" RCP Storm Sewer, Class III LF 299 $32.00 $9,568.00 40 27" RCP Storm Sewer, Class III LF 193 $36.00 $6,948.00 41 30" RCP Storm Sewer, Class III LF 30 $40.00 $1,200.00 42 15" RC Pipe Apron W/ Trash Guard EA 1 $1,000.00 $1,000.00 43 18" RC Pipe Apron W/ Trash Guard EA 2 $1,200.00 $2,400.00 44 21" RC Pipe Apron W/ Trash Guard EA 1 $1,500.00 $1,500.00 45 30" RC Pipe Apron W/ Trash Guard EA 1 $2,000.00 $2,000.00 46 Standard 4' Storm CBMH EA 21 $1,000.00 $21,000.00 47 Standard 4' Storm MH EA 2 $1,000.00 $2,000.00 48 Standard 5' Storm CBMH EA 11 $1,200.00 $13,200.00 49 Standard 5' Storm MH EA 1 $1,200.00 $1,200.00 50 Standard 7' Storm MH EA 2 $1,750.00 $3,500.00 51 Standard 2'x3' Precast CB EA 13 $750.00 $9,750.00 52 Underground Stormwater Chamber CY 4,860 $40.00 $194,400.00 53 Casting Assembly CB, R -3067V EACH 43 $320.00 $13,760.00 54 Casting Assembly CB, R -3290A EACH 2 $320.00 $640.00 55 Casting Assembly MH, R -1642B EACH 4 $320.00 $1,280.00 56 Improved Pipe Foundation Material LF 350 $2.00 $700.00 57 Grade Emergency Overflow Swale EA 1 $500.00 $500.00 58 Random Rip Rap, Cl. III CY 68 $60.00 $4,080.00 59 Silt Fence LF 500 $2.00 $1,000.00 60 Seeding, incl. Seed, Mulch and Disk Anchor AC 2.0 $1,500.00 $3,000.00 61 Seeding, incl. Seed, Fertilizer and Wood Fiber Blanket SY 500 $3.50 $1,750.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STORM SEWER IMPROVEMENT COST $452,528.00 $45,252.80 $497,780.80 $149,334.24 $647,115.04 STREET IMPROVEMENTS 62 Mobilization LS 1 $35,000.00 $35,000.00 63 Salvage Barricade EA 4 $150.00 $600.00 64 Select Granular Borrow (CV) CY 8,900 $13.00 $115,700.00 65 Aggregate Base, Class 5 T 8,970 $9.50 $85,215.00 66 Type LV Non - wearing Course Mixture T 1,780 $32.00 $56,960.00 67 Type LV Wearing Course Mixture T 1,780 $35.00 $62,300.00 68 Bituminous Material for Tack Coat GAL 1,200 $1.50 $1,800.00 69 B618 Concrete Curb and Gutter LF 8,280 $8.00 $66,240.00 70 D424 Concrete Curb and Gutter LF 1,000 $8.50 $8,500.00 71 5" Concrete Sidewalk SF 21,600 $3.00 $64,800.00 72 6" Concrete Walk for Pedestrian Curb Ramp SF 910 $5.10 $4,641.00 73 Modular Block Retaining Wall SF 8,800 $16.00 $140,800.00 74 F &I Street Name Signs (2) EA 6 $300.00 $1,800.00 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 2 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A -LI NOL0305.02 PRELIMINARY ESTIMATE 75 F &I Sign Panels, Type C 76 Handicap Parking Symbol - Epoxy 77 4" Solid White - Paint 78 Pavement Message - Left Arrow - Epoxy 79 Pavement Message - Right Arrow - Epoxy 80 4" PVC, Sch. 40 Draintile 81 4" PVC, Sch. 40, Conduit for Private Utility Crossing 82 4" PVC, Sch. 40, 1 Conduit for Irrigation Crossing 83 Street Sweeper with Pick -up Broom with Operator 84 Skidsteer (bobcat) with Operator 85 Silt Fence 86 Sodding, Incl. 4" Topsoil 87 Seeding, incl. Seed, Mulch and Disk Anchor Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREET IMPROVEMENT COST SF EA LF EA EA LF LF LF HR HR LF SY AC 1,200 $28.50 $34,200.00 6 $150.00 $900.00 3,300 $1.00 $3,300.00 1 $120.00 $120.00 11 $120.00 $1,320.00 1,400 $6.00 $8,400.00 2,080 $5.25 $10,920.00 1,120 $5.25 $5,880.00 20 $110.00 $2,200.00 20 $75.00 $1,500.00 2,600 $3.00 $7,800.00 5,000 $3.50 $17,500.00 2.00 $1,500.00 $3,000.00 $741,396.00 $74,139.60 $815,535.60 $244,660.68 $1,060,196.28 STREET LIGHTING 88 Mobilization LS 1 $30,500.00 $30,500.00 89 Street Lighting EA 111 $5,500.00 $610,500.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREET LIGHTING COST $641,000.00 $64,100.00 $705,100.00 $211,530.00 $916,630.00 STREETSCAPE IMPROVEMENTS 90 Mobilization LS 1 $41,500.00 $41,500.00 91 Concrete w/ Decorative Scoring SF 46,240 $4.00 $184,960.00 92 Concrete Paver SF 22,500 $5.50 $123,750.00 93 Median Concrete SF 3,800 $2.50 $9,500.00 94 Structural Soil CY 1,400 $35.00 $49,000.00 95 Planter Curb LF 3,130 $12.00 $37,560.00 96 Bench EA 6 $1,500.00 $9,000.00 97 Bollard EA $1,200.00 98 Bicycle Loops EA 12 $400.00 $4,800.00 99 Kiosk EA 2 $35,000.00 $70,000.00 100 Trash Receptacle EA 15 $1,000.00 $15,000.00 101 Tree Grate EA 48 $1,600.00 $76,800.00 102 Planter Pot EA 18 $1,000.00 $18,000.00 103 Planter Tree EA 42 $400.00 $16,800.00 104 Shrub Bed in Planter SY 2,175 $50.00 $108,750.00 105 Planter Mulch CY 240 $35.00 $8,400.00 106 Street Tree EA 126 $400.00 $50,400.00 107 Coniferous Tree EA 16 $350.00 $5,600.00 108 Boulevard Tree EA 56 $400.00 $22,400.00 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 3 of 7 Total Item No. Description Estimated Unit Unit Quantity Price Total 75 F &I Sign Panels, Type C 76 Handicap Parking Symbol - Epoxy 77 4" Solid White - Paint 78 Pavement Message - Left Arrow - Epoxy 79 Pavement Message - Right Arrow - Epoxy 80 4" PVC, Sch. 40 Draintile 81 4" PVC, Sch. 40, Conduit for Private Utility Crossing 82 4" PVC, Sch. 40, 1 Conduit for Irrigation Crossing 83 Street Sweeper with Pick -up Broom with Operator 84 Skidsteer (bobcat) with Operator 85 Silt Fence 86 Sodding, Incl. 4" Topsoil 87 Seeding, incl. Seed, Mulch and Disk Anchor Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREET IMPROVEMENT COST SF EA LF EA EA LF LF LF HR HR LF SY AC 1,200 $28.50 $34,200.00 6 $150.00 $900.00 3,300 $1.00 $3,300.00 1 $120.00 $120.00 11 $120.00 $1,320.00 1,400 $6.00 $8,400.00 2,080 $5.25 $10,920.00 1,120 $5.25 $5,880.00 20 $110.00 $2,200.00 20 $75.00 $1,500.00 2,600 $3.00 $7,800.00 5,000 $3.50 $17,500.00 2.00 $1,500.00 $3,000.00 $741,396.00 $74,139.60 $815,535.60 $244,660.68 $1,060,196.28 STREET LIGHTING 88 Mobilization LS 1 $30,500.00 $30,500.00 89 Street Lighting EA 111 $5,500.00 $610,500.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREET LIGHTING COST $641,000.00 $64,100.00 $705,100.00 $211,530.00 $916,630.00 STREETSCAPE IMPROVEMENTS 90 Mobilization LS 1 $41,500.00 $41,500.00 91 Concrete w/ Decorative Scoring SF 46,240 $4.00 $184,960.00 92 Concrete Paver SF 22,500 $5.50 $123,750.00 93 Median Concrete SF 3,800 $2.50 $9,500.00 94 Structural Soil CY 1,400 $35.00 $49,000.00 95 Planter Curb LF 3,130 $12.00 $37,560.00 96 Bench EA 6 $1,500.00 $9,000.00 97 Bollard EA $1,200.00 98 Bicycle Loops EA 12 $400.00 $4,800.00 99 Kiosk EA 2 $35,000.00 $70,000.00 100 Trash Receptacle EA 15 $1,000.00 $15,000.00 101 Tree Grate EA 48 $1,600.00 $76,800.00 102 Planter Pot EA 18 $1,000.00 $18,000.00 103 Planter Tree EA 42 $400.00 $16,800.00 104 Shrub Bed in Planter SY 2,175 $50.00 $108,750.00 105 Planter Mulch CY 240 $35.00 $8,400.00 106 Street Tree EA 126 $400.00 $50,400.00 107 Coniferous Tree EA 16 $350.00 $5,600.00 108 Boulevard Tree EA 56 $400.00 $22,400.00 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 3 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A -LI NOL0305.02 PRELIMINARY ESTIMATE 109 Ornamental Tree 110 Potting Soil for Planter 111 Topsoil Borrow Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREETSCAPE IMPROVEMENT COST EA CY CY 5 $250.00 $1,250.00 650 $12.00 $7,800.00 880 $12.00 $10,560.00 $871,830.00 $87,183.00 $959,013.00 $287,703.90 $1,246,716.90 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 4 of 7 Total Item No. Description Estimated Unit Unit Quantity Price Total 109 Ornamental Tree 110 Potting Soil for Planter 111 Topsoil Borrow Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREETSCAPE IMPROVEMENT COST EA CY CY 5 $250.00 $1,250.00 650 $12.00 $7,800.00 880 $12.00 $10,560.00 $871,830.00 $87,183.00 $959,013.00 $287,703.90 $1,246,716.90 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 4 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A -LI NOL0305.02 PRELIMINARY ESTIMATE COMMUNITY GREEN IMPROVEMENTS 112 Mobilization 113 Concrete w/ Decorative Scoring 114 Concrete Paver 115 Structural Soil 116 Planter Curb 117 Interactive Water Feature 118 Performance Canopy - Pergola 119 Bench 120 Bollard 121 Bicycle Loops 122 Trash Receptacle 123 Tree Grate 124 Planter Pot 125 Street Tree 126 Planter Tree 127 Coniferous Tree 128 Potting Soil for Planter 129 Shrub Bed in Planter 130 Planter Mulch 131 Topsoil Borrow 132 Sod Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL COMMUNITY GREEN IMPROVEMENT COST PROJECT COST SUMMARY Sanitary Sewer Water Main Storm Sewer Street Improvements Street Lighting Streetscape Improvements Community Green Improvements LS 1 $19,600.00 $19,600.00 SF 9,645 $4.00 $38,580.00 SF 8,130 $5.50 $44,715.00 CY $35.00 LF 133 $12.00 $1,596.00 EA 6 $25,000.00 $150,000.00 EA 1 $75,000.00 $75,000.00 EA 16 $1,500.00 $24,000.00 EA $1,200.00 EA 10 $400.00 $4,000.00 EA 6 $1,000.00 $6,000.00 EA $1,600.00 EA $1,000.00 EA 41 $400.00 $16,400.00 EA 15 $400.00 $6,000.00 EA 5 $350.00 $1,750.00 CY 85 $10.00 $850.00 SY 200 $50.00 $10,000.00 CY 50 $35.00 $1,750.00 CY 220 $12.00 $2,640.00 SY 3,300 $3.00 $9,900.00 $412,781.00 $41,278.10 $454,059.10 $136,217.73 $590,276.83 $242,587.63 $337,286.95 $647,115.04 $1,060,196.28 $916,630.00 $1,246,716.90 $590,276.83 TOTAL ESTIMATED PROJECT COST (NEW CONSTRUCTION) $5,040,809.63 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 5 of 7 Total Item No. Description Estimated Unit Unit Quantity Price Total COMMUNITY GREEN IMPROVEMENTS 112 Mobilization 113 Concrete w/ Decorative Scoring 114 Concrete Paver 115 Structural Soil 116 Planter Curb 117 Interactive Water Feature 118 Performance Canopy - Pergola 119 Bench 120 Bollard 121 Bicycle Loops 122 Trash Receptacle 123 Tree Grate 124 Planter Pot 125 Street Tree 126 Planter Tree 127 Coniferous Tree 128 Potting Soil for Planter 129 Shrub Bed in Planter 130 Planter Mulch 131 Topsoil Borrow 132 Sod Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL COMMUNITY GREEN IMPROVEMENT COST PROJECT COST SUMMARY Sanitary Sewer Water Main Storm Sewer Street Improvements Street Lighting Streetscape Improvements Community Green Improvements LS 1 $19,600.00 $19,600.00 SF 9,645 $4.00 $38,580.00 SF 8,130 $5.50 $44,715.00 CY $35.00 LF 133 $12.00 $1,596.00 EA 6 $25,000.00 $150,000.00 EA 1 $75,000.00 $75,000.00 EA 16 $1,500.00 $24,000.00 EA $1,200.00 EA 10 $400.00 $4,000.00 EA 6 $1,000.00 $6,000.00 EA $1,600.00 EA $1,000.00 EA 41 $400.00 $16,400.00 EA 15 $400.00 $6,000.00 EA 5 $350.00 $1,750.00 CY 85 $10.00 $850.00 SY 200 $50.00 $10,000.00 CY 50 $35.00 $1,750.00 CY 220 $12.00 $2,640.00 SY 3,300 $3.00 $9,900.00 $412,781.00 $41,278.10 $454,059.10 $136,217.73 $590,276.83 $242,587.63 $337,286.95 $647,115.04 $1,060,196.28 $916,630.00 $1,246,716.90 $590,276.83 TOTAL ESTIMATED PROJECT COST (NEW CONSTRUCTION) $5,040,809.63 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 5 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A- LINOL0305.02 PRELIMINARY ESTIMATE RECONSTRUCTION STORM SEWER 1 Mobilization LS 1 $7,000.00 $7,000.00 2 Remove Storm Sewer Pipe LF 1,500 $8.00 $12,000.00 3 Remove Drainage Structure EA 24 $500.00 $12,000.00 4 Salvage Casting Assembly EA 18 $300.00 $5,400.00 5 15" RCP Storm Sewer, Class V LF 636 $26.00 $16,536.00 6 18" RCP Storm Sewer, Class V LF 856 $28.00 $23,968.00 7 21" RCP Storm Sewer, Class V LF 34 $30.00 $1,020.00 8 24" RCP Storm Sewer, Class III LF 11 $32.00 $352.00 9 30" RCP Storm Sewer, Class III LF 395 $40.00 $15,800.00 10 18" RC Pipe Apron W/ Trash Guard EA 3 $1,200.00 $3,600.00 11 30" RC Pipe Apron W/ Trash Guard EA 1 $2,000.00 $2,000.00 12 Standard 4' Storm CBMH EA 10 $1,000.00 $10,000.00 13 Standard 4' Storm MH EA 5 $1,000.00 $5,000.00 14 Standard 5' Storm CBMH EA 4 $1,200.00 $4,800.00 15 Standard 5' Storm MH EA 1 $1,200.00 $1,200.00 16 Standard 2'x3' Precast CB EA 8 $750.00 $6,000.00 17 Casting Assembly CB, R -3067V EA 8 $320.00 $2,560.00 18 Casting Assembly MH, R -1642B EA 1 $320.00 $320.00 19 Install Salvaged Casting Assembly EA 18 $300.00 $5,400.00 20 Improved Pipe Foundation Material LF 250 $2.00 $500.00 21 Grade Emergency Overflow Swale EA 1 $500.00 $500.00 22 Random Rip Rap, Cl. III CY 68 $65.00 $4,420.00 23 Silt Fence LF 1,000 $2.00 $2,000.00 24 Seeding, incl. Seed, Mulch and Disk Anchor AC 1.50 $1,500.00 $2,250.00 25 Seeding, incl. Seed, Fertilizer and Wood Fiber Blanket SY 800 $3.50 $2,800.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STORM SEWER IMPROVEMENT COST $147,426.00 $14,742.60 $162,168.60 $48,650.58 $210,819.18 STREET IMPROVEMENTS 26 Mobilization LS 1 $19,100.00 $19,100.00 27 Traffic Control LS 1 $5,000.00 $5,000.00 28 Common Excavation (EV) CY 7,600 $8.00 $60,800.00 29 Sidewalk Excavation (EV) CY 440 $11.50 $5,060.00 30 Sawcut Bituminous Pavement LF 285 $3.50 $997.50 31 Remove Bituminous Pavement SY 4,940 $2.50 $12,350.00 32 Select Granular Borrow (CV) CY 2,380 $13.00 $30,940.00 33 Aggregate Base, Class 5 T 5,200 $9.50 $49,400.00 34 Aggregate Base, Class 5 - Sidewalk T 500 $12.00 $6,000.00 35 Adjust MH Casting EA 20 $250.00 $5,000.00 36 Adjust GV Box EA 28 $150.00 $4,200.00 37 Type LV Non - wearing Course Mixture T 1,100 $32.00 $35,200.00 38 Type MV Wearing Course Mixture T 1,100 $35.00 $38,500.00 39 Bituminous Trail T 280 $35.00 $9,800.00 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 6 of 7 Total IItem No. Description Estimated Unit Unit Quantity Price Total RECONSTRUCTION STORM SEWER 1 Mobilization LS 1 $7,000.00 $7,000.00 2 Remove Storm Sewer Pipe LF 1,500 $8.00 $12,000.00 3 Remove Drainage Structure EA 24 $500.00 $12,000.00 4 Salvage Casting Assembly EA 18 $300.00 $5,400.00 5 15" RCP Storm Sewer, Class V LF 636 $26.00 $16,536.00 6 18" RCP Storm Sewer, Class V LF 856 $28.00 $23,968.00 7 21" RCP Storm Sewer, Class V LF 34 $30.00 $1,020.00 8 24" RCP Storm Sewer, Class III LF 11 $32.00 $352.00 9 30" RCP Storm Sewer, Class III LF 395 $40.00 $15,800.00 10 18" RC Pipe Apron W/ Trash Guard EA 3 $1,200.00 $3,600.00 11 30" RC Pipe Apron W/ Trash Guard EA 1 $2,000.00 $2,000.00 12 Standard 4' Storm CBMH EA 10 $1,000.00 $10,000.00 13 Standard 4' Storm MH EA 5 $1,000.00 $5,000.00 14 Standard 5' Storm CBMH EA 4 $1,200.00 $4,800.00 15 Standard 5' Storm MH EA 1 $1,200.00 $1,200.00 16 Standard 2'x3' Precast CB EA 8 $750.00 $6,000.00 17 Casting Assembly CB, R -3067V EA 8 $320.00 $2,560.00 18 Casting Assembly MH, R -1642B EA 1 $320.00 $320.00 19 Install Salvaged Casting Assembly EA 18 $300.00 $5,400.00 20 Improved Pipe Foundation Material LF 250 $2.00 $500.00 21 Grade Emergency Overflow Swale EA 1 $500.00 $500.00 22 Random Rip Rap, Cl. III CY 68 $65.00 $4,420.00 23 Silt Fence LF 1,000 $2.00 $2,000.00 24 Seeding, incl. Seed, Mulch and Disk Anchor AC 1.50 $1,500.00 $2,250.00 25 Seeding, incl. Seed, Fertilizer and Wood Fiber Blanket SY 800 $3.50 $2,800.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STORM SEWER IMPROVEMENT COST $147,426.00 $14,742.60 $162,168.60 $48,650.58 $210,819.18 STREET IMPROVEMENTS 26 Mobilization LS 1 $19,100.00 $19,100.00 27 Traffic Control LS 1 $5,000.00 $5,000.00 28 Common Excavation (EV) CY 7,600 $8.00 $60,800.00 29 Sidewalk Excavation (EV) CY 440 $11.50 $5,060.00 30 Sawcut Bituminous Pavement LF 285 $3.50 $997.50 31 Remove Bituminous Pavement SY 4,940 $2.50 $12,350.00 32 Select Granular Borrow (CV) CY 2,380 $13.00 $30,940.00 33 Aggregate Base, Class 5 T 5,200 $9.50 $49,400.00 34 Aggregate Base, Class 5 - Sidewalk T 500 $12.00 $6,000.00 35 Adjust MH Casting EA 20 $250.00 $5,000.00 36 Adjust GV Box EA 28 $150.00 $4,200.00 37 Type LV Non - wearing Course Mixture T 1,100 $32.00 $35,200.00 38 Type MV Wearing Course Mixture T 1,100 $35.00 $38,500.00 39 Bituminous Trail T 280 $35.00 $9,800.00 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 6 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy At Woods Edge A- LINOL0305.02 PRELIMINARY ESTIMATE 40 Bituminous Material for Tack Coat 41 B618 Concrete Curb and Gutter 42 6" Concrete Walk for Pedestrian Curb Ramp 43 Remove Concrete Curb and Gutter 44 Remove Concrete Sidewalk 45 F &I Street Name Signs (2) 46 F &I Sign Panels, Type C 47 Handicap Parking Symbol - Epoxy 48 4" Solid White - Paint 49 Pavement Message - Left Arrow - Epoxy 50 Pavement Message - Right Arrow - Epoxy 51 4" PVC, Sch. 40 Draintile 52 4" PVC, Sch. 40, Conduit for Private Utility Crossing 53 4" PVC, Sch. 40, 1 Conduit for Irrigation Crossing 54 Street Sweeper with Pick -up Broom with Operator 55 Skidsteer (bobcat) with Operator 56 Silt Fence 57 Sodding, Incl. 4" Topsoil 58 Seeding, incl. Seed, Mulch and Disk Anchor Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREET IMPROVEMENT COST RECONSTRUCTION COST SUMMARY Storm Sewer Street Improvements GAL LF SF LF SF EA SF EA LF EA EA LF LF LF HR HR LF SY AC 950 $1.50 $1,425.00 5,070 $8.00 $40,560.00 910 $5.10 $4,641.00 3,600 $3.50 $12,600.00 11,800 $0.60 $7,080.00 2 $300.00 $600.00 300.0 $28.50 $8,550.00 4 $150.00 $600.00 1,000 $1.00 $1,000.00 2 $120.00 $240.00 1 $120.00 $120.00 400 $6.00 $2,400.00 1,200 $5.25 $6,300.00 400 $5.25 $2,100.00 20 $110.00 $2,200.00 20 $75.00 $1,500.00 1,500 $3.00 $4,500.00 6,000 $3.50 $21,000.00 1.0 $1,500.00 $1,500.00 $401,263.50 $40,126.35 $441,389.85 $132,416.96 $573,806.81 $210,819.18 $573,806.81 TOTAL ESTIMATED PROJECT COST (RECONSTRUCTION) $784,625.99 PROJECT COST SUMMARY ESTIMATED PROJECT COST (NEW CONSTRUCTION) ESTIMATED PROJECT COST (RECONSTRUCTION) $5,040,809.63 $784.625.99 TOTAL ESTIMATED PROJECT COST $5,825,435.62 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 7 of 7 Total Item No. Description Estimated Unit Unit Quantity Price Total 40 Bituminous Material for Tack Coat 41 B618 Concrete Curb and Gutter 42 6" Concrete Walk for Pedestrian Curb Ramp 43 Remove Concrete Curb and Gutter 44 Remove Concrete Sidewalk 45 F &I Street Name Signs (2) 46 F &I Sign Panels, Type C 47 Handicap Parking Symbol - Epoxy 48 4" Solid White - Paint 49 Pavement Message - Left Arrow - Epoxy 50 Pavement Message - Right Arrow - Epoxy 51 4" PVC, Sch. 40 Draintile 52 4" PVC, Sch. 40, Conduit for Private Utility Crossing 53 4" PVC, Sch. 40, 1 Conduit for Irrigation Crossing 54 Street Sweeper with Pick -up Broom with Operator 55 Skidsteer (bobcat) with Operator 56 Silt Fence 57 Sodding, Incl. 4" Topsoil 58 Seeding, incl. Seed, Mulch and Disk Anchor Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL STREET IMPROVEMENT COST RECONSTRUCTION COST SUMMARY Storm Sewer Street Improvements GAL LF SF LF SF EA SF EA LF EA EA LF LF LF HR HR LF SY AC 950 $1.50 $1,425.00 5,070 $8.00 $40,560.00 910 $5.10 $4,641.00 3,600 $3.50 $12,600.00 11,800 $0.60 $7,080.00 2 $300.00 $600.00 300.0 $28.50 $8,550.00 4 $150.00 $600.00 1,000 $1.00 $1,000.00 2 $120.00 $240.00 1 $120.00 $120.00 400 $6.00 $2,400.00 1,200 $5.25 $6,300.00 400 $5.25 $2,100.00 20 $110.00 $2,200.00 20 $75.00 $1,500.00 1,500 $3.00 $4,500.00 6,000 $3.50 $21,000.00 1.0 $1,500.00 $1,500.00 $401,263.50 $40,126.35 $441,389.85 $132,416.96 $573,806.81 $210,819.18 $573,806.81 TOTAL ESTIMATED PROJECT COST (RECONSTRUCTION) $784,625.99 PROJECT COST SUMMARY ESTIMATED PROJECT COST (NEW CONSTRUCTION) ESTIMATED PROJECT COST (RECONSTRUCTION) $5,040,809.63 $784.625.99 TOTAL ESTIMATED PROJECT COST $5,825,435.62 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 7 of 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy at Woods Edge A -LI NOL0305.02 PHELIMINAHY ES1IMA1t Total Item No. Description Estimated Unit Unit Quantity Price Total LAKE DRIVE IMPROVEMENTS 1 Mobilization 2 Traffic Control 3 Common Excavation 4 Concrete Removal 5 Select Granular Borrow (CV) 6 Aggregate Base, Class 5 7 Type LV Non - wearing Course Mixture 8 Type LV Wearing Course Mixture 9 Bituminous Material for Tack Coat 10 B618 Concrete Curb and Gutter 11 D424 Concrete Curb and Gutter 12 5" Concrete Sidewalk 13 Storm Sewer 14 Full- Actuated Traffic Signal (Permanent) 15 Full- Actuated Traffic Signal (Temporary) 16 Traffic Signal Interconnection 17 F &I Sign Panels, Type C 18 4" Solid White or Yellow Pavement Marking - Epoxy 19 Pavement Message - Left Arrow - Epoxy 20 Pavement Message - Right Arrow - Epoxy 21 Street Sweeper with Pick -up Broom with Operator 22 Skidsteer (bobcat) with Operator 23 Silt Fence 24 Sodding, Incl. 4" Topsoil 25 Seeding, incl. Seed, Mulch and Disk Anchor Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL LAKE DRIVE IMPROVEMENT COST LS LS CY CY CY T T T GAL LF LF SF LS LS LS LS SF LF EA EA HR HR LF SY AC 1 $71,900.00 $71,900.00 1 $25,000.00 $25,000.00 15,000 $6.50 $97,500.00 800 $25.00 $20,000.00 3,670 $13.00 $47,710.00 5,850 $9.50 $55,575.00 2,550 $32.00 $81,600.00 1,275 $35.00 $44,625.00 1,200 $1.50 $1,800.00 4,500 $8.00 $36,000.00 500 $8.50 $4,250.00 13,500 $3.00 $40,500.00 1 $60,000.00 $60,000.00 1 $300,000.00 $300,000.00 2 $250,000.00 $500,000.00 1 $50,000.00 $50,000.00 1,200 $28.50 $34,200.00 3,200 $1.50 $4,800.00 5 $120.00 $600.00 6 $120.00 $720.00 20 $110.00 $2,200.00 20 $75.00 $1,500.00 2,600 $3.00 $7,800.00 6,700 $3.00 $20,100.00 2.00 $1,500.00 $3,000.00 $1,511,380.00 $151,138.00 $1,662,518.00 $498,755.40 $2,161,273.40 FREEWAY RAMP IMPROVEMENTS 1 Mobilization LS 1 $8,000.00 $8,000.00 2 Traffic Control LS 1 $15,000.00 $15,000.00 3 Common Excavation CY 2,500 $6.50 $16,250.00 4 Concrete Removal CY 600 $25.00 $15,000.00 5 Select Granular Borrow (CV) CY 1,155 $13.00 $15,015.00 6 Aggregate Base, Class 5 T 1,600 $9.50 $15,200.00 7 Type LV Non - wearing Course Mixture T 800 $32.00 $25,600.00 8 Type LV Wearing Course Mixture T 400 $35.00 $14,000.00 9 Bituminous Material for Tack Coat GAL 360 $1.50 $540.00 10 D424 Concrete Curb and Gutter LF 2,000 $8.50 $17,000.00 11 F &I Sign Panels, Type C SF 500 $28.50 $14,250.00 12 Silt Fence LF 2,000 $3.00 $6,000.00 13 Sodding, Incl. 4" Topsoil SY 1,300 $3.00 $3,900.00 14 Seeding, incl. Seed, Mulch and Disk Anchor AC 1.50 $1,500.00 $2,250.00 Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL FREEWAY RAMP IMPROVEMENTS COST PROJECT COST SUMMARY ESTIMATED PROJECT COST (LAKE DRIVE) ESTIMATED PROJECT COST (FREEWAY RAMPS) $168,005.00 $16,800.50 $184,805.50 $55,441.65 $240,247.15 $2,161,273.40 $240,247.15 TOTAL ESTIMATED PROJECT COST $2,401,520.55 6/10/04 Construction Cost Summary (rev 6 -1 -04) Page 1 of 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lino Lakes, Minnesota Legacy at Woods Edge A -LI N OL0305.02 PRELIMINARY ESTIMATE I35 -W WATER MAIN LOOP 1 Mobilization 2 Connect to Existing Water Main 3 12" DIP Water Main, Class 52 4 8" DIP Water Main, Class 52 5 14" HDPE Water Main, Directionally Drilled 6 24" HDPE Casing, Directionally Drilled 7 MJ Adaptor 8 12" Gate Valve & Box 9 DIP Fittings Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL TRUNK WATER MAIN COST 6/10/04 Construction Cost Summary (rev 6 -1 -04) LS EA LF LF LF LF EA EA LB 1 $5,200.00 $5,200.00 1 $1,000.00 $1,000.00 280 $28.00 $7,840.00 20 $25.00 $500.00 340 $75.00 $25,500.00 300 $200.00 $60,000.00 2 $1,500.00 $3,000.00 2 $1,200.00 $2,400.00 1,000 $3.00 $3,000.00 $108,440.00 $10,844.00 $119,284.00 $35,785.20 $155,069.20 Page 1 of 1 Total Item No. Description Estimated Unit Unit Quantity Price Total I35 -W WATER MAIN LOOP 1 Mobilization 2 Connect to Existing Water Main 3 12" DIP Water Main, Class 52 4 8" DIP Water Main, Class 52 5 14" HDPE Water Main, Directionally Drilled 6 24" HDPE Casing, Directionally Drilled 7 MJ Adaptor 8 12" Gate Valve & Box 9 DIP Fittings Subtotal Construction Cost + 10 % Construction Contingency Estimated Construction Cost + 30% Eng., Legal, Admin. TOTAL TRUNK WATER MAIN COST 6/10/04 Construction Cost Summary (rev 6 -1 -04) LS EA LF LF LF LF EA EA LB 1 $5,200.00 $5,200.00 1 $1,000.00 $1,000.00 280 $28.00 $7,840.00 20 $25.00 $500.00 340 $75.00 $25,500.00 300 $200.00 $60,000.00 2 $1,500.00 $3,000.00 2 $1,200.00 $2,400.00 1,000 $3.00 $3,000.00 $108,440.00 $10,844.00 $119,284.00 $35,785.20 $155,069.20 Page 1 of 1 AGENDA ITEM 6J STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: June 14, 2004 TOPIC: PUBLIC HEARING, Easement Vacation FIRST READING, Ordinance No. 03 - 04, Vacating Drainage and Utility Easements and Accepting New Easements, Lot 2, Block 1, Oak Brook Peninsula VOTE REQUIRED: 4/5 VOTE REQUIRED BACKGROUND: City Staff is currently working with the applicant and the adjacent property owners of Lot 2, Block 1, Oak Brook Peninsula regarding the vacation and acceptance of drainage and utility easements. Meetings between City Staff and the property owners continue to take place. City Staff is waiting for an engineers review response from the Rice Creek Watershed District on this matter before making a recommendation to the City Council. We are requesting that the Public Hearing be continued to the June 28, 2004 City Council meeting. OPTIONS: 1. Continue the Public Hearing to the June 28, 2004 City Council. 2. Return to staff for further consideration. RECOMMENDATION: Staff recommends Option 1.