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HomeMy WebLinkAbout02/11/2008 Council PacketSUMMARY MINUTES O F Monday, February 11, 2008 *********** (Scheduled to be broadcast on Channel 16) City Council: Mayor Bergeson, Council Members O'Donnell, Reinert, Stoltz & Gallup City Administrator: Gordon Heitke ANCE HEARING, 6 :15 P Council Chambers (not televised) Action Taken: Police Department recommendation regarding Miller's on Main violation forwarded to council CITY C. EETING, 6:30 Pl ➢ Open Mike / Public Comment ➢ Call to Order and Roll Call 6:45 p.m. — Present were Mayor Bergeson, Council Members Stoltz, Gallup, Reinert and O'Donnell ➢ Setting the Agenda: Addition or deletion of agenda items The agenda was approved as presented CONSENT A A. Consideration of Expenditures: i) February 11, 2008 (Check No. 82240 through 82300) in the amount of $ 160,961.40; ii) Centennial Fire District (Check No. 3099 through 3115) in the amount of $9,035.73 B. Consideration of Resolution No. 08 -20, Approving Final Payment Request, WB Miller, Inc., Lino Lakes Regional Trail Action Taken: Motion by Stoltz, seconded by Gallup, to approve the Consent Agenda, Items 1A and 1B, was adopted Pg 3 -12 Pg 13 -14 Pg 15 -18 DEPARTMENT REP No Report Council Agenda A. SUMMARY MINUTES -2- i; ` 3 4 REPORT, D an Tench Consider Resolution No. 08 -11, providing for a finding of violation of the City liquor code and imposing penalties against Miller's on Main, Julie Bartell Action Taken: Motion by O'Donnell, seconded by Gallup, to approve Resolution No. 08 -11 as presented, was adopted 2/11/2008 Pg 19 -20 B. Resolution No. 08 -23, Assessing Services Anoka Co., Pg 21 -27 Gordon Heitke Action Taken: Motion by Stoltz, seconded by Gallup, to approve Resolution No. 08 -23 as presented, was adopted; Council Members Reinert & O'Donnell voted nay No Report 5. %' C'SERVICES' DEP�4 No Report ezA COMMUNITY DEVELOPMENT REPORT M chae " t A. Consider 2nd Reading of Ordinance No. 17 -07, Vacating a portion of the drainage and utility easement on Lot 16 Block 4 of the recorded plat Park Grove, Paul Bengtson Action Taken: Motion by Reinert, seconded by O'Donnell, to approve second reading and passage of Ordinance No. 17 -07, was adopted: Yeas, 5; Nays none B. Main Street Village, Azure Properties, Jeff Smyser Pg 32 -44 i. Resolution 08 -17, Conditional Use Peirnit for Planned Pg 45 -49 Unit Development Stage Plan/Preliminary Plat Action Taken: Motion by Reinert, seconded by O'Donnell, to approve Resolution No. 08 -17, as amended, was adopted. ii. Resolution 08 -18, Conditional Use Permit for Motor Fuel Pg 50 -52 Station Pg 28 -31 Action Taken: Motion by Stoltz, seconded by Reinert, to approve Resolution No. 08 -18, as presented, was adopted iii. Resolution 08 -19, Conditional Use Permit for Commercial Car Wash Action Taken: Motion by Gallup, seconded by O'Donnell, to approve Resolution No. 08 -19, as presented, was adopted Pg 53 -59 Council Agenda SUMMARY MINUTES -3- 2/11/2008 C. Vaughan's 1st Addition, Ed Vaughan, Paul Bengtson Pg 60 -74 i. Ordinance 02 -08, Rezoning from PUD (Planned Unit Development) to R -1X (Single Family Executive) Action Taken: Motion by Stoltz, seconded by Gallup, to approve the first reading of Ordinance No. 02 -08, was adopted: Yeas, 5; Nays none ii. Resolution No. 08 -22, Preliminary Plat for 1 single family lot Action Taken: Motion by Reinert, seconded by O'Donnell, to approve Resolution No. 08 -22, as presented, was adopted D. Consideration of Resolution No. 08 -21, Approving Pg 75 -79 Amendment to Met Council Livable Communities Demonstration Account Grant, Michael Grochala Action Taken: Motion by O'Donnell, seconded by Stoltz, to approve Resolution No. 08 -21, as presented, was adopted 3 None ISINES A. Consider approval of January 14, 2008 City Council Meeting Pg 80 -85 Minutes Council Members Reinert & O'Donnell were absent Action Taken: Motion by Gallup, seconded by Stoltz, to approve the minutes of January 14, 2008 as presented, was adopted; Council Member Reinert and O'Donnell abstained. Adjournment Action Taken: Motion by Stoltz, seconded by O'Donnell, to adjourn at 8:00 p.m., was adopted Community Calendar - A Look Ahead February 12, 2008 through February 25, 2008 Wednesday, February 13 Monday, February 18 Wednesday, February 20 Monday, February 25 4. Monday, February 25 6:30 pm, Council Chambers President's Day 6:30 pm, SMW Credit Union 700 Apollo Drive 5:30 pm, Community Room 6:30 pm, Council Chambers Planning & Zoning City Hall Closed Comp Plan Update Council Work Session Council Meeting • • • REVISED Monday, February 11, 2008 *********** (Scheduled to be broadcast on Channel 16) City Council: Mayor Bergeson, Council Members O'Donnell, Reinert, Stoltz & Gallup City Administrator: Gordon Heitke Council Chambers (not televised) W,- ➢ Open Mike / Public Comment ➢ Call to Order and Roll Call ➢ Setting the Agenda: Addition or deletion of agenda items A) Consideration of Expenditures: i) February 11, 2008 (Check No. 82240 through 82300) in the amount of $ 160,961.40; ii) Centennial Fire District (Check No. 3099 through 3115) in the amount of $9,035.73 B) Consideration of Resolution No. 08 -20, Approving Final Payment Request, WB Miller, Inc., Lino Lakes Regional Trail, Pg 3 -12 Pg 13 -14 Pg 15 -18 No Report A) Consider Resolution No. 08 -11, providing for a finding of violation of the City liquor code and imposing penalties against Miller's on Main, Julie Bartell B) Resolution No. 08 -23, Assessing Services Anoka Co., Gordon Heitke Pg 19 -20 Pg 21 -27 No Report 2/11/2008 Council Agenda ., .,.F No Report REVISED -2- A. Consider 2nd Reading of Ordinance No. 17 -07, Vacating a portion of the drainage and utility easement on Lot 16 Block 4 of the recorded plat Park Grove, Paul Bengtson reading and roll call required B. Main Street Village, Azure Properties, Jeff Smyser i. Resolution 08 -17, Conditional Use Permit for Planned Unit Development Stage Plan/Preliminary Plat ii. Resolution 08 -18, Conditional Use Permit for Motor Fuel Station iii. Resolution 08 -19, Conditional Use Permit for Commercial Car Wash C. Vaughan's 1st Addition, Ed Vaughan, Paul Bengtson i. Ordinance 02 -08, Rezoning from PUD (Planned Unit Development) to R -1X (Single Family Executive) reading and roll call required ii. Resolution No. 08 -22, Preliminary Plat for 1 single family lot D. Consideration of Resolution No. 08 -21, Approving Amendment to Met Council Livable Communities Demonstration Account Grant, Michael Grochala Pg 28 -31 Pg 32 -44 Pg 45 -49 Pg 50 -52 Pg 53 -59 Pg 60 -74 Pg 75 -79 None A. Consider approval of January 14, 2008 City Council Meeting Minutes Council Members Reinert & O'Donnell were absent Pg 80 -85 Community Calendar- A Look Ahead February 12, 2008 through February 25, 2008 4 Wednesday, February 13 4 Monday, February 18 4 Wednesday, February 20 4 Monday, February 25 4. Monday, February 25 6:30 pm, Council Chambers President's Day 6:30 pm, SMW Credit Union 700 Apollo Drive 5:30 pm, Community Room 6:30 pm, Council Chambers Planning & Zoning City Hall Closed Comp Plan Update Council Work Session Council Meeting LIQUOR VIOLATIONS HEARING • STAFF ORIGINATOR: Captain Kent Strege HEARING DATE: February 11, 2008 TOPIC: Liquor License Violation — Miller's on Main Liquor License Hearing — Background / Recommendation On June 21St, 2007 officers of the Lino Lakes Police Department found several patrons still inside Miller's on Main after hours in violation of the liquor ordinance. Each of the five patrons inside the establishment after hours was issued a citation and has subsequently pled guilty. This is the first violation for this establishment in the last 12 month period. In accordance with the Best Practices Grid a $500 civil penalty is recommended. RECOMMENDATION In summary the police department recommends that the following penalties be imposed as defined in the grid: Miller's on Main $500 civil penalty ATTACHMENT Best Practices Grid Sections 701.09 & 701.10 of the City Code • Updated June 2005 701.09 Restrictions on Purchase and Consumption. Subdivision 1. Liquor in Unlicensed Places. No person shall mix or prepare liquor for consumption in any public place or place of business unless it has a license to sell liquor On -Sale or a permit from the Commissioner of Public Safety under Minnesota State Statute, Section 340.119. No person shall consume liquor in any such place, unless licensed or permitted. Subd. 2. Consumption in Public Places. No person shall consume intoxicating liquor on a public highway or in a public park or other public place. Subd. 3. Hours. No on -sale or off -sale of liquor shall be made, nor any licensed premises be occupied, after 2:00 a.m. on Sunday nor until 8:00 a.m. on Monday, except that a holder of a Sunday On -Sale license may sell liquor between 10 a.m. on Sunday and 2:00 :a.m on Mondays. No on -sale shall be made between the hours of 2:00 a.m. and 8:00 a.m. on any weekday. No on -sale shall be made after 8:00 p.m. on December 24. No off -sale shall be made before 8:00 a.m. or after 10:00 p.m. of any day except that no off -sale shall be made on December 24 after 8:00 p.m. No off -sale shall be made on Thanksgiving Day, or Christmas Day, December 25. Amended by Ordinance No. 13 -83, 12/27/83. Amended by Ordinance No. 11 -89, 12/11/89. Amended by Ordinance No. 13 -02, 10/28/02 Amended by Ordinance No. 02- 05,06/13/05 Subd. 4. Vacation of Premises. No licensee shall permit any person other than his employees to remain on the licensed premises more than thirty minutes after the time during which sales of liquor may legally be made. No person other than the licensee or his employees shall remain on the licensed premises more than thirty minutes after the time during which sales of liquor may legally be made. The presence of any person other than the licensee or his employees within, entering or leaving the premises more than thirty minutes after the time during which liquor may legally be sold shall be prima facie evidence of violation of this subdivision. For purposes of this subdivision, "premises" shall mean any portion of the address or legal description to which the license is issued, including, but not limited to, the entire land area of the parcel, the interior or exterior of buildings or portions of buildings thereon, any entrance ways into such buildings, any sidewalk, parking lots, whether paved or not, and any adjoining unimproved land areas in such parcels. 701.10 Revocation, Denial or Suspension. Subdivision 1. General. 7 • Non -Best Practices Grid $500 and 5 days suspension $500 and 3 days suspension $1,000 and 10 days suspension $2,000 and 15 days suspension $1,000 and 7 days suspension $500 and 5 days suspension $1,000 and 10 days suspension $1,000 and 10 days suspension $2,000 and 12 days suspension Revocation $2,000 and 15 days suspension $1,500 and 20 days suspension $2,000 and 40 days suspension Revocation Revocation Revocation Best Practices Grid $500 $500 $1,000 and 5 days suspension $1,000 and 3 days suspension $500 $1,000 $1,000 and 5 days suspension Return to regular grid and off Best Practices for one ear Return to regular grid and off Best Practices for one ear Return to regular grid and off Best Practices for one year $1,500 and 10 days suspension Return to regular grid and off Best Practices for one ear • EXPENDITURES FEBRUARY 11, 2008 • Date: 02/01/2008 Time 07:45:28 City of Lino Lakes FM Entry - Invoice Journal Ranges: Options: Vendor # Vendor 8: (A) Invoice #: (A) Entry Journal #: (R) 6890 - 6907 Trans #: (A) Line 8: (A) Due Date: (A) Bank #: (A) Detail / Summary: S Name Operator: JAL Page: 1 Invoice Status: A # of copies: 1 Sort: N Check Over Expend: N # of items • Discount Net Gross Discount Lost 000082 J. H. LARSON COMPANY, INC. 000107 R & D BATi'r.KIES, INC. 000132 MPELRA 000179 AMEM TREASURER /ASSOC OF MN EMG MGRS 000191 MACQUEEN EQUIPMENT, INC. 000200 AMERICAN FAMILY LIFE ASSUR, INC. 000227 DELL MARKETING L.P. 000329 ROLEK, ALAN 000365 STAPLES BUSINESS ADVANTAGE 000424 ANOKA COUNTY CHIEFS OF POLICE ASSOC 000468 RELIASTAR LIFE INSURANCE COMPANY 000537 CENTRAL PENSION FUND 000539 TARGET 000541 ASPEN MILLS, INC. 000593 BLACKBIRD, JIM 000720 BLAINE, CITY OF 000724 BLUE TOW SERVICE, INC. 000771 POWER PLAN 000828 JASON'S BOBBY & STEVE'S AUTO WORLD 000875 AVENET, LLC 000946 C. P. OFFICE PRODUCTS 001016 MINNESOTA STATE RETIREMENT SYSTEM 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 2 1 1 1 1 1 1 173.34 173.34 .00 .00 149.03 149.03 .DD .00 50.00 50.00 .00 .00 100.00 100.00 .00 .00 334.27 334.27 .00 .00 324.04 324.04 .00 .00 5,418.72 5,418.72 .00 .00 347.80 347.80 .00 .00 71.74 71.74 .00 .00 20.00 20.00 .00 .00 1,521.98 1,521.98 .00 • 2,611.20 2,611.20 .00 19.75 19.75 .00 .00 49.95 49.95 .00 .00 43.74 43.74 .00 .00 3,108.06 3,108.06 .00 .00 737.59 737.59 .00 .00 69.28 69.28 .00 .00 30.00 30.00 .00 .00 431.00 431.00 .00 .00 911.25 911.25 .00 .00 794.82 794.82 .00 .00 • Date: 02/01/2008 Time: 07:45:28 City of Lino Lakes FM Entry - Invoice Journal Operator: JAL Page: 2 Discount 111/1Dr # Name # of items Net Gross Discount Lost 001067 CENTURY COT,T.FGE 1 1,785.00 1,785.00 .00 .00 001100 CIRCLE PINES POST OFFICE 1 599.04 599.04 .D0 .00 001101 CENTENNIAL LAKES POLICE DEPARTMENT 2 7,080.00 7,080.0D .00 .00 001103 FINGERPRINT AMERICA, INC. 1 788.20 768.20 .00 .00 001110 CIRCLE PINES, CITY OF 1 9,759.34 9,759.34 .00 .00 D01270 DALCO, INC. 1 571.70 571.70 .00 .00 001301 DELTA DENTAL PLAN OF MINNESOTA 1 4,652.60 4,652.60 .00 .00 001310 MINNESOTA CHIEFS OF POLICE 1 285.00 285.00 .00 .00 001395 NEXTEL COMMUNICATIONS 1 668.86 668.86 .00 .00 001455 FBI NORTHWEST CHAP'iBR /FBINAA 1 75.00 75.00 .00 .00 001475 TASER INTERNATIONAL, INC. 1 190.00 190.00 .00 .00 001768 H & L MESABI, INC. 2 852.55 852.55 .00 .0D 001850 HOFFMAN, MICHAEL 1 131.00 131.00 .00 .00 001977 I.T.L. PATCH COMPANY, INC. 1 133.66 133.66 .00 .0D 002000 INTL UNION OF OPER ENGR 1 510.00 510.00 .00 .00 . 270 LAKESIDE AUTO & PAINT, INC. 2 1,633.24 1,633.24 .00 .00 32B LEEF BROTHER, INC. 1 39.38 39.38 .D0 .00 002340 IMAGE PRINTING & GRAPHICS, INC. 1 124.61 124.61 .00 .00 002580 METROPOLITAN AREA 1 18.00 18.00 .00 .00 002720 MINNESOTA CITY /COUNTY MGMT ASSOC 1 165.00 165.00 .00 .00 002850 MID - STATES ORGANIZED CRIME 1 150.00 150.00 .00 .00 002931 MN CHILD SUPPORT PAYMENT CENTER 1 257.03 257.03 .00 .00 003091 MN NCPERS LIFE INSURANCE 1 416.00 416.00 .00 .00 003220 FACTORY MOTOR PARTS COMPANY, INC. 1 702.66 702.66 .00 .00 003250 XCEL ENERGY 2 8,740.76 8,740.76 .00 .00 003492 PETTY CASH 1 144.62 144.62 .00 .00 D03600 PRESS PUBLICATIONS, INC. 2 325.00 325.00 .00 .00 • Date: 02/01/2008 Time 07:45:28 City of Lino Lakes FM Entry - Invoice Journal Operator: JAL Page: 3 Vendor # Name # of items Net Gross Discount 003990 SHOREVIEW, CITY OF 1 2,703.18 2,703.18 .00 004030 SMITH MICRO TECHNOLOGIES, INC. 1 1,525.00 1,525.00 .00 004127 WEGENER, WAYNE, JR. 2 1,918.96 1,918.96 .00 004240 STREICHER'S, INC. 1 612.89 612.89 .00 004280 SUNSHINE LIGHTING COMPANY, INC. 1 117.00 117.00 .00 004350 T.K.D.A. 13 44,322.82 44,322.82 .00 004410 THANE HAWKINS POLAR CHEVROLET, INC. 1 181.18 181.18 .00 004427 TIMESAVER OFF -SITE SECRETARIAL, INC 1 213.25 213.25 .00 004470 COMO LURE & SUPPLIES, INC. 1 333.29 333.29 .00 004562 HD SUPPLY WATERWORKS, LTD. 1 486.00 486.00 .00 004660 URICH, TRACEY 1 71.82 71.82 .00 004788 SPRINT 1 74.33 74.33 .00 004840 WINNICK SUPPLY, INC. 1 502.22 502.22 .00 005006 HEIDER, DEB 1 50.00 50.00 .00 007245 WILLIAMS, JUSTIN 1 195.89 195.89 .D0 007271 YOUTH LACROSSE OF MINNESOTA 1 200.00 200.00 .0D 007390 MINNESOTA CHAPTER IAAI 1 225.00 225.00 .00 007401 ALEXANDER, DAVID 1 12.50 12.50 .00 007403 IACP 1 120.00 120.00 .00 007405 FASTENAL INDUSTRIAL /COMMERCIAL SUPPLIES 1 38.11 38.11 .00 900357 TRI -STATE BOBCAT, INC. 2 321.04 321.04 .0D 900517 APMP OF MINNESOTA 1 30.00 30.00 .0D 900559 HEALTH PARTNERS 1 48,591.11 48,591.11 .00 Grand Totals: 94 160,961.40 160,961.40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 • .00 .00 .00 .D0 .00 .D0 .00* • Date: 02/01/2D00 Time 07:52:13 Operator: JAL • Ranges: Page: 1 City of Lino Lakes FM Entry - Invoice Payment - Department Report Fund: Dept Id: Program: Vendor #: Invoice #: Schedule Journal #: Bank #: (A) (A) (A) (A) (A) (R) 6693 - 6915 (A) Options: Print Ranges /Options: Y # of copies: 1 Page on Department: N Department Vendor Name Description MAYOR /COUNCIL ADMINISTRATION INISTRATION INISTRATION MINISTRATION ADMINISTRATION ADMINISTRATION ADMINISTRATION ADMINISTRATION ADMINISTRATION ADMINISTRATION ADMINISTRATION CHARTER SENIORS SENIORS SENIORS SENIORS FINANCE FINANCE • AMERICAN FAMILY LIFE PAYROLL WITHHOLDING RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY CENTRAL PENSION FUND PAYROLL WITHHOLDING MINNESOTA STATE RETI PAYROLL WITHHOLDING CENTENNIAL LAKES POL DECEMBER OVERTIME CENTENNIAL LAKES POL NOVEBMER OVERTIME DELTA DENTAL PLAN OF DENTAL INSURANCE INTL UNION OF OPER E PAYROLL WITHHOLDING MN CHILD SUPPORT PAY PAYROLL WITHHOLDING MN NCPERS LIFE INSUR PAYROLL WITHHOLDING HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department C. P. OFFICE PRODUCT OFFICE SUPPLIES /26067 Total for Department 401 MPELRA RELIASTAR LIFE INSUR AVENET, LLC DELTA DENTAL PLAN OF NEXTEL COMMUNICATION METROPOLITAN AREA MINNESOTA CITY /COUNT PRESS PUBLICATIONS, SPRINT APMP OF MINNESOTA REGISTRATION /DAN T LIFE INSURANCE /b'r.'BRUARY SERVICE PACKAGE TO 12 -31 DENTAL INSURANCE MONTHLY SERVICE /DECEMBER MAMA LULNCHEON /GORDON H SEMINAR /GORDON H ADVERTISING /POLICE OFFIC MONTHLY SERVICE /DECEMBER MEMBERSHIP /DAN T HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 402 TIMESAVER OFF -SITE S CHARTER MEETING Total for Department 405 RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY DELTA DENTAL PLAN OF DENTAL INSURANCE NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 406 ROLEK, ALAN REIMBURSE AIRFARE RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY Amount 324.04 1,155.52 2,611.20 794.82 4,140.00 2,940.D0 2,593.12 510.00 257.03 416.0D 10,798.82 26,540.55* 17.04 17.04* 50.00 23.75 431.0D 167.50 17.05 18.00 165.00 181.00 74.33 30.00 2,132.59 3,290.22* 213.25 213.25* 4.75 20.94 17.05 403.34 446.08* 347.80 14.97 Date: 02/01/2008 Time 07:52:13 Operator: JAL Department Page: 2 City of Lino Lakes FM Entry - Invoice Payment - Department Report Vendor Name Description Amount FINANCE FINANCE DELTA DENTAL PLAN OF DENTAL INSURANCE HEALTH PARTNERS HEALTH INSURANCE /1.Et3RUAR Total for Department 407 ECONOMIC DEVELOPMENT RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY ECONOMIC DEVELOPMENT DELTA DENTAL PLAN OF DENTAL INSURANCE ECONOMIC DEVELOPMENT HEALTH PARTNERS HEALTH INSURANCE /1E13RUAR Total for Department 415 PLANNING & ZONING PLANNING & ZONING PLANNING & ZONING PLANNING & ZONING PLANNING & ZONING PLANNING & ZONING ENGINEERING COMM DEV COMM DEV COMM DEV COMM DEV POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE POLICE I?OLI CE POLICE POLICE POLICE STAPLES BUSINESS ADV FILE BOX RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY TARGET SUPPLIES DELTA DENTAL PLAN OF DENTAL INSURANCE T.K.D.A. COMP PLAN /DECEMBER HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 416 T.K.D.A. '07 ENGINEERING /DECEMBER Total for Department 417 RELIASTAR LIFE INSUR LIFE INSURANCE /1.h.BRUARY DELTA DENTAL PLAN OF DENTAL INSURANCE NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 418 AMEM TREASURER /ASSOC DELL MARKETING L.P. DELL MARKETING L.P. ANOKA COUNTY CHIEFS ANOKA COUNTY CHIEFS RELIASTAR LIFE INSUR TARGET ASPEN MILLS, INC. JASON BOBBY & STEVE' CENTURY COT.T.FGE FINGERPRINT AMERICA, DELTA DENTAL PLAN OF MINNESOTA CHIEFS OF FBI NORTHWEST CHAPTE TASER INTERNATIONA, I.T.L. PATCH COMPANY IMAGE PRINTING & GRA MID- STATES ORGANIZED XCEL ENERGY PETTY CASH /LLPD PETTY CASH /LLPD PETTY CASH /LLPD WEGENER, WAYNE, JR. WEGENER, WAYNE, JR. MEMBERSHIP /DAVE P DESKTOPS /6 MONITORS /6 MEMBERSHIP /DAVE P MEMBERSHIP /KENT S LIFE INSURANCE /FEBRUARY SUPPLIES UNIFORM SUPPLIES CAR WASHES TRAINING /SEPT -JUNE IMPRINTED KIT DENTAL INSURANCE INSTITUTE /DAVE P MEMBERSHIP /DAVE P TRAINING /2 UNIFORM SUPPLIES NEWSLE't7'ER MEMBERSHIP /DAVE 9 MONTHLY SERVICE /DECEMBER BACKGROUND CHECK BINDERS SUPPLIES REIMBURSE SUPPLIES REIMBURSE TUITION 117.24 795.66 1,275.67* 4.75 33.50 403.34 441.59* 71.74 9.50 10.43 67.00 145.27 B06.68 1,110.62* 21,995.77 21,995.77* 11.87 -42.07 17.05 1,034.42 1,021.27* 100.00 3,949.02 1,469.70 10.00 10.00 142.50 9.32 49.95 30.00 1,785.00 788.20 650.84 285.00 75.00 190.00 133.66 124.61 150.00 3.32 20.01 22.50 102.11 275.04 1,643.92 • • • Date: 02/01/2008 Time 07:52:13 Operator: JAL • Department Page: 3 City of Lino Lakes FM Entry - Invoice Payment - Department Report Vendor Name Description Amount POLICE POLICE POLICE POLICE FIRE FIRE FIRE BUILDING BUILDING BUILDING BUILDING BUILDING STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS STREETS •ETS FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET FLEET • INSPECTIONS INSPECTIONS INSPECTIONS INSPECTIONS INSPECTIONS STREICHER'S, INC. UNIFORM SUPPLIES MINNESOTA CHAPTER IA CONFERENCE /MITCH DM IACP MEMBERSHIP /DAVE P HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 420 RELIASTAR LIFE INSUR LIFE INSURANCE /Yh'MRUARY DELTA DENTAL PLAN OF DENTAL INSURANCE HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 421 RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY DELTA DENTAL PLAN OF DENTAL INSURANCE NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER T.K.D.A. '07 ENGINEERING /DECEMBER HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR Total for Department 422 R & D BAi iERIES, INC RELIASTAR LIFE INSUR DELTA DENTAL PLAN OF NEXTEL COMMUNICATION XCEL ENERGY T.K.D.A. WINNICK SUPPLY, INC. WINNICK SUPPLY, INC. WILLIAMS, JUSTIN HEALTH PARTNERS Total for SPRING TERMINAL LIFE INSURANCE /FEBRUARY DENTAL INSURANCE MONTHLY SERVICE /DECEMBER MONTHLY SERVICE /DECEMBER '07 SURFACE WATER /DECEMB STEEL /85191 TUBE/B4975 REIMBURSE CLOTHING ALLOW HEALTH INSURANCE /FEBRUAR Department 430 MACQUEEN EQUIPMENT, RELIASTAR LIFE INSUR BLACKBIRD, JIM POWER PLAN DELTA DENTAL PLAN OF H & L MESABI, INC. H & L MESABI, INC. LEEF BROTHER, INC. FACTORY MOTOR PARTS FACTORY MOTOR PARTS FACTORY MOTOR PARTS FACTORY MOTOR PARTS FACTORY MOTOR PARTS FACTORY MOTOR PARTS THANE HAWKINS POLAR COMO LUBE & SUPPLIES WINNICK SUPPLY, INC. WINNICK SUPPLY, INC. FASTENAL INDUSTRIAL/ TRI -STATE BOBCAT, IN BROOM LIFE INSURANCE /FEBRUARY REIMBURSE TIE DOWNS /CHIP BOLT ASSEMBLY DENTAL INSURANCE BLADE BLADE /SAVER SHOP TOWELS BATTERY /2781056 BA'i°i'NxY/ 2 7 81057 CONTAINER /464555 CONTAINER /464556 CONTAINER110526 ROTOR/464591 RESISTOR /COMPARTMENT MOTOR OIL BLADE /85044 WIRE /85290 DRILL & TAP REPAIR BLOWER 612.89 225.00 120.00 18,002.61 30,980.20* 14.25 98.16 1,678.03 1,790.44* 19.00 142.38 157.36 126.23 2,296.56 2,741.53* 149.03 34.91 246.23 34.10 5,412.35 685.95 17.89 128.32 195.89 3,648.05 10,552.72* 334.27 5.46 43.74 69.28 36.52 274.77 577.78 39.38 109.21 - 120.13 371.69 -31.46 31.46 341.89 181.16 333.29 137.39 72.42 38.11 284.9D Date: 02/01/2008 Time: 07:52:13 Operator: JAL Page: 4 City of Lino Lakes FM Entry - Invoice Payment - Department Report Department Vendor Name Description Amount FLEET TRI -STATE BOBCAT, IN REPAIR TURN LIGHT 36.14 FLEET HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR 654.50 Total for Department 431 3,823.79* GOVERNMENT BUILDINGS J. H. LARSON COMPANY LIGHT BULBS 173.34 GOVERNMENT BUILDINGS RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 4.75 GOVERNMENT BUILDINGS C. P. OFFICE PRODUCT OFFICE SUPPLIES /25962 403.59 GOVERNMENT BUILDINGS C. P. OFFICE PRODUCT OFFICE SUPPLIES /25997 448.34 GOVERNMENT BUILDINGS C. P. OFFICE PRODUCT OFFICE SUPPLIES /26081 42.28 GOVERNMENT T BUILDINGS CIRCLE PINES, CITY 0 MONTHLY SERVICE /DECEMBER 9,043.48 GOVERNMENT BUILDINGS DALCO, INC. JANITORIAL SUPPLIES /1945 240.04 GOVERNMENT BUILDINGS DALCO, INC. JANITORIAL SUPPLIES /1945 180.22 GOVERNMENT BUILDINGS DALCO, INC. JANITORIAL SUPPLIES /1946 53.05 GOVERNMENT BUILDINGS DALCO, INC. JANITORIAL SUPPLIES /1948 39.52 GOVERNMENT BUILDINGS DALCO, INC. JANITORIAL SUPPLIES /1948 58.87 GOVERNMENT BUILDINGS DELTA DENTAL PLAN OF DENTAL INSURANCE 33.50 GOVERNMENT BUILDINGS LAKESIDE AUTO & PAIN REPAIR /REFINISH 1,633.24 GOVERNMENT BUILDINGS SMITE MICRO TECHNOLO SERVICE CONTRACT /PRINTER 1,350.00 GOVERNMENT BUILDINGS SUNSHINE LIGHTING CO FLUORESCENT BULBS 117.00 GOVERNMENT BUILDINGS HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR 403.34 Total for Department 432 14,224.56* PARKS RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 28.50 PARKS CIRCLE PINES, CITY 0 MONTHLY SERVICE /DECEMBER 715.86 PARKS DELTA DENTAL PLAN OF DENTAL INSURANCE 167.49 PARKS NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER 266.0B PARKS HOFFMAN, MICHAEL REIMBURSE CLOTHING ALLOW 131.00 PARKS XCEL ENERGY MONTHLY SERVICE /DECEMBER 403.14 PARKS T.K.D.A. LINO PARK GRADING /TRAIL- 70.69 PARKS URICH, TRACEY REIMBURSE CLOTHING ALLOW 71.82 PARKS WINNICK SUPPLY, INC. STEEL /85191 17.89 PARKS WINNICK SUPPLY, INC. TUBE /84975 128.31 PARKS HEALTH PARTNERS HEALTH INSURANCE / FEBRUAR 1,256.96 Total for Department 450 3,257.74* RECREATION RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 15.2D RECREATION DELTA DENTAL PLAN OF DENTAL INSURANCE 107.20 RECREATION NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER 17.05 RECREATION HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR 1,254.05 Total for Department 451 1,393.50* ENVIRONMENTAL RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 5.23 ENVIRONMENTAL DELTA DENTAL PLAN OF DENTAL INSURANCE 11.72 ENVIRONMENTAL NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER 34.10 ENVIRONMENTAL HEALTH PARTNERS HEALTH INSURANCE /1.EBRUAR 241.53 Total for Department 461 292.58* SOLID WASTE RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 1.43 SOLID WASTE DELTA DENTAL PLAN OF DENTAL INSURANCE 10.05 SOLID WASTE HEALTH PARTNERS HEALTH INSURANCE / FEBRUAR 248.85 • • Date: 02/01/2008 Time 07:52:13 Operator: JAL • Page: 5 City of Lino Lakes FM Entry - Invoice Payment - Department Report Department Vendor Name Description Amount Total for Department 462 260.33* FORESTRY RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 2.85 FORESTRY DELTA DENTAL PLAN OF DENTAL INSURANCE 11.73 FORESTRY HEALTH PARTNERS HEALTH INSURANCE /FEBRUAR 241.53 Total for Department 463 256.11* Total for Fund 101 125,925.56* HEIDER, DEB REISSUE AP #80928 50.00 ALEXANDER, DAVID REIMBURSE PROGRAM REC 12.50 Total for Department 62.50* SPECIAL EVENTS /TRIPS BLAINE, CITY OF PROGRAM REC 1,166.00 Total for Department 205 1,166.00* YOUTH INSTRUCTIONAL PRESS PUBLICATIONS, ADVERTISING /PROGRAM REC 144.00 Total for Department 207 144.00* YOUTH SPORTS YOUTH LACROSSE OF MI MEMBERSHIP FEES 200.00 Total for Department 208 200.00* Total for Fund 201 1,572.50* OTHER T.K.D.A. '07 ENGINEERING /DECEMBER 5,160.06 Total for Department 499 5,160.06* Total for Fund 406 5,160.06* T.K.D.A. '07 OVERLAY /DECEMBER 1,456.98 OTHER T.K.D.A. '07 SEALCOAT /DECEMBER 3,987.70 Total for Department 499 5,444.68* Total for Fund 421 5,444.68* OTHER T.K.D.A. CSAH 8/14- DECEMBER 415.54 Total for Department 499 415.54* Total for Fund 472 415.54* BLAINE, CITY OF UTILITY BILLING 44.52 SHOREVIEW, CITY OF UTILITY BILLING 9.54 Total for Department 54.06* WATER RELIASTAR LIFE INSUR LIFE INSURANCE /FEBRUARY 11.41 WATER BLAINE, CITY OF UTILITY BILLING 556.54 WATER CIRCLE PINES POST OF UTILITY BILLING POSTAGE 299.52 WATER DELTA DENTAL PLAN OF DENTAL INSURANCE 105.52 WATER NEXTEL COMMUNICATION MONTHLY SERVICE /DECEMBER 59.31 WATER XCEL ENERGY MONTHLY SERVICE /DECEMBER 1,679.94 • Date: 02/01/2DDB Department Time: 07:52:13 Operator: JAL Page: 6 City of Lino Lakes FM Entry - Invoice Payment - Department Report Vendor Name Description WATER WATER WATER WA'rEx SEWER SEWER SEWER SEWER SEWER SEWER SEWER SEWER SEWER SHOREVIEW, CITY OF UTILITY BILLING SMITH MICRO TECHNOLO SERVICE CONTRACT /PRINTER HD SUPPLY WATERWORKS METER INSTALLATION HEALTH PARTNERS HEALTH INSURANCE /PEBRUAR Total for Department 494 Total for Fund 601 RELIASTAR LIFE INSUR BLAINE, CITY OF CIRCLE PINES POST OF DELTA DENTAL PLAN DF NEXTEL COMMUNICATION XCEL ENERGY SHOREVIEW, CITY OF SMITH MICRO TECHNOLO HEALTH PARTNERS BLUE TOW BLUE TOW BLUE TOW BLUE TOW T.K.D.A. T.K.D.A. T.K.D.A. T.K.D.A. T.K.D.A. T.K.D.A. T.K.D.A. T.K.D.A. LIFE INSURANCE /FEBRUARY UTILITY BILLING UTILITY BILLING POSTAGE DENTAL INSURANCE MONTHLY SERVICE /DECEMBER MONTHLY SERVICE /DECEMBER UTILITY BILLING SERVICE CONTRACT /PRINTER HEALTH INSURANCE /FEBRUAR Total for Department 495 Total for Fund 602 SERVICE, SERVICE, SERVICE, SERVICE, IN TOW IN TOW IN TOW IN TOW '07 '07 '07 '02 CHEV SILVERADO '84 RANGER '94 THUNDERBIRD '95 TOYOTA P U DEVELOPER SERVICES /D DEVELOPER SERVICES /D DEVELOPER SERVICES /D CENTURY FARMS NO 2 /DECEM CENTURY FARMS NO 4TH /DEC GRANDVIEW /DECEMBER MAIN STREET /DECEMBER PINE GLEN 2 /DECEMBER Total for Department Total for Fund 801 Grand Total Amount 1,882.12 87.50 486.00 1,346.79 6,514.65* 6,568.71* 11.38 1,341.00 299.52 72.03 49.71 1,242.01 811.52 87.50 943.46 4,858.13* 4,858.13* 130.48 146.45 119.83 340.83 2,241.97 221.36 888.22 435.80 326.13 2,403.71 2,733.25 1,028.19 11,016.22* 11,016.22* 160,961.40* • CENTENNIAL FIRE DISTRICT • • Check Register FIRE GL GL Posting Period(s): 02/08 - 02/08 Check Issue Date(s): 02/01/2008 - 02/D1/2008 Page: 1 Feb 01, 2008 11:01 am Per Date Check No Vendor No 02/08 02/01/08 3099 10800 02/08 02/01/08 3100 11565 02/08 02/01/D8 3101 20120 02/08 02/01/08 3102 30220 02/08 02/01 /08 3103 30480 02/08 02/01/08 3104 50120 02/08 02/01/08 3105 50130 02/08 02/01/08 3106 90020 02/08 02/01/08 - 3107 110550 Payee Invoice Description Inv Amount ANOKA CO FIRE PROTECT. COUNCI ASPEN MILLS BATTERIES PLUS CAPITAL CITY REGION 1 CENTENNIAL UTILITIES EMERGENCY APPARATUS MAINT, IP EMERGENCY MEDICAL PRODUCTS IAFC MEMBERSHIP BRENT KOSKELA 02/08 02/01/08 3108 130710 MN CHAPTER IAA! 02/08 02/01/08 3109 140600 02/08 02/01/08 3110 150140 02/08 02/01/08 3111 200200 02/08 02/01/08 3112 200390 Total 3112 02/08 02/01/08 02/08 02/01/08 02/08 02/01/08 Totals: NORTHERN AIR CORPORATION OFFICE DEPOT, INC TIERNEY BROTHERS, INC TWIN CITY GARAGE DOOR CO, INC 3113 210025 UDOR USA 3114 210400 USA MOBILITY WIRELESS, INC 3115 20400 DAVID BRUDER 2008 MEMBERSHIP DUES 210.00 FIRE BOOTS 79.50 AAA & 9 V BATTERIES 117.45 2008 REGIONAL DUES 50.00 DEC UTILITIES STATION 914.51 1 UTILITY 12 MTC 604.88 MEDICAL SUPPLIES 98.75 MEMBERSHIP DUES 215.00 EMT 546.52 REFRESHER/FIREFIGHTE 2 CLASS FIRE INVESTIGATION 675.00 CONFERENCE STATION 2 HEATER MTC 3,804.55 PRINTER INK 109.67 PROJECTOR REPAIR 636.92 STATION 1 DOOR MTC 105.00 STATION 1 DOOR MTC 36.35 EQUIP MTC PAGER SERVICE REIMB HCFPC EXPENSE 141.35 632.03 88.25 111.35 9,035.73 M = Manual Check, V = Void Check CENTENNIAL FIRE DISTRICT Check Register FIRE GL GL Posting Period(s): 01/08 - 01/08 Check Issue Date(s): 01/23/2008 - 01131/2008 Page: 1 Feb 01, 2008 10:OOam Per Date Check No Vendor No Payee 01/08 01/29/08 3093 140050 VOID - NFPA Invoice Description Inv Amount 2008 MEMBERSHIP 150.00 - M Totals: 150.00 - M = Manual Check, V = Void Check • • • STAFF ORIGINATOR: CITY COUNCIL MEETING DATE: TOPIC: VOTE REQUIRED: BACKGROUND: AGENDA ITEM 1B Michael Grochala, Community Development Director February 11, 2008 Resolution No. 08 -20, Approving Payment Request No. 2 (Final), Lino Lakes Regional Trail Improvements. Simple Majority At the March 26, 2007 meeting, City Council awarded the Lino Lakes Regional Trail Improvement Project contract to WB Miller, Inc. The contractor for the Lino Lakes Regional Trail Project, WB Miller, Inc. is requesting City approval of Payment Request No. 2 (Final) in the amount of $13,963.39. A copy of the Final Payment is attached. The contractor has satisfactorily completed all work and has provided all necessary documentation. With this final payment the total project costs come to $93,282.31, which is approximately 7% below the contract cost of $99,585.15. Approval of the Final Payment will begin the two -year warranty period. RECOMMENDATION: Staff recommends the approval of Resolution No. 08 -20, Approving Payment Request No. 2 (Final), Lino Lakes Regional Trail Improvements. ATTACHMENTS 1. Resolution No. 08 -20 2. Pay Request No. 2 (Final) Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 08 -20 APPROVING PAYMENT REQUEST NO. 2 (FINAL), LINO LAKES REGIONAL TRAIL IMPROVEMENTS. WHEREAS, pursuant to the resolution of the Council adopted March 26, 2007, awarding the contract for Lino Lakes Regional Trail Improvement Project to WB Miller, Inc.; WHEREAS, a complete breakdown is detailed in the attached Payment No. 2 (Final) and; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: Payment Request No. 2 (Final) is approved for a final contract amount of $93,282.31. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this 11th day of February, 2008. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • APPLICATION FOR PAYMENT NO. 2 (FINAL) SEH No: A- LNOL0305.03 Location: Lino Lakes, Minnesota contractor: W.B. Miller Inc. Owner. City of Lino Lakes 6701 Norris Lake Road NW 600 Town Center Parkway Elk River, MN 55330 Lino Lakes, MN 55014 -1182 Contract for Lino Lakes Regional Trail Contract Date: April 2, 2007 Period Ending. June 31, 2007 Contact Amount $99,585.15 No. Item Unit Quantity to Est Qty. Date Unit Price Total • • 1 Mobilization LUMP SUM 1 1 $4,742.15 $4,742.15 2 Clearing EACH 10 9 $250.00 $2,250.00 3 Grubbing EACH 55 62 $55.00 $3,410.00 4 Common Excavation (P) CY 1200 1200 $5.60 $6,720.00 5 Muck Excavation CY 250 138 $8.00 $1,104.00 6 18" RCP Stomp Sewer, Class V LF 64 44 $55.00 $2,420.00 7 18" RCP Apron w/Trash Guard EACH 2 2 $1,135.00 $2,270.00 8 Subgrade Preparation RD STA. 28 28 $150.00 $4,200.00 9 GeotextBe Fabric, Type V (1') SY 3730 3730 $0.80 $2,984.00 10 Select Granular Borrow (CV) CY 500 444 $9.00 $3,996.00 11 Aggregate Base, Class 5 (CV) (P) CY 740 740 $24.10 $17,834.00 12 Bituminous Wear Type LV WE45030B Mixture TON 560 521.74 $61.30 $31,982.66 13 Erosion Control Blanket - Category 2 SY 1200 1471 $1.50 $2,206.50 14 Seeding ACRE 1.4 1.4 $500.00 $700.00 15 Seed Mixture - Type 240 LBS 110 110 $220 $242..00 16 Fertilizer LBS 560 560 $0.50 $280.00 17 Silt Fence LF 1800 1628 $2.00 $3,256.00 18 Mn DOT Type 6 Hydraulic Soil Stabiih7 r TON 2.8 1.2 $950.00 $1,140.00 19 Bioroil LF 400 346 $2.50 $865.00 20 Riprap Class III CY 8 8 $85.00 $680.00 SEH TOTAL S93,28231 3535 Vadnais Center Drive St-417191N 55110 Detail Page 1 Original Contract Amount: Change Order No. _ Change Order No. _ Change Order No. APPLICATION FOR PAYMENT NO. 2 (FINAL) $99,585.15 Total Amount Earned: Change Order % Complete Change Order % Complete Change Order % Complete Gross Amount Due: Less Retainage: Amount Due to Date: Less Previous Applications: Amount Due This Application: $93,282.31 $93,2823 1 ($79,318.92) $13,963.39 CONTRACTOR'S A}FWAVIT The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress payments received from the Owner on account of work performed under the Contract referred heretofore have been applied by the undersigned to discharge in full all obligations of the undersigned incurred in connection with work covered by prior Applications for Payment under said contract (indicated below), and (2) all material and equipment incorporated in said Project or otherwise listed in or covered by this Application for Payment and free and clear of all liens, claims, security interests and encumbrances. Contract for Lino Lakes Regional Trail W.B. Miller Inc. STATE OF irr.e r+&... Qom' ) ) SS ) q - (Date) 1 E /- icaI1'l PCZ EsiDE4 (Name and litie) n Before me on this day of J ci r1 , 20 b $ personally appeared U.49 4-kol,,- , /mown to be, who bern duly sworn did depose and say that he/she is the '--Pi,,.,r tetc o( of the Contractor above mentioned that he /she executed the above Application for Payment and Affidavit on behalf of said . i m , or and that all of the statements contained therein are true, correct, and comp/ LINDA HOLM on ekiliglltic - rntesota My Commission Wes 01 -31 -2010 Y=.21.r:::Li-i..--e (Notary Public) • The undersigned has checked the Contractor's Application for Payment shown above. A part of this Application is the Contractor's Affidavit stating that all previous payments to him/her under this contract have been applied by him/her to discharge in frill all of his/her obligations in connection with the work by all prior Applications for Payment. Short Elliott Hendrickson Inc. (signature) Approved by City of Lino Lakes (Signature) SEH By Date By Date (Name and Title) (Name and Title) • 3535 VadpCenter Drive St. Pa N 55110 Summary Page • • • AGENDA ITEM 3A STAFF ORIGINATOR: Julie Bartell, City Clerk MEETING DATE: February 11, 2008 TOPIC: Liquor Compliance Violation VOTE REQUIRED: 3/5 BACKGROUND The City Council held a hearing on February 11, 2008 commencing at 6:15 p.m. to review the police department's report and recommendations relative to a liquor code compliance violation. The following establishment was found to have violated the City Liquor Code and penalties were considered based on the city's adopted Best Practices Grid: Miller's on Main RECOMMENDATION Based on the results of the hearing, staff is recommending approval of Resolution No. 08 -11 that provides for a finding of violation and imposes a civil penalty. Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 08 -11 FINDING A VIOLATION OF LIQUOR CODE AND IMPOSING PENALTY MILLER'S ON MAIN WHEREAS, The Lino Lakes Code of Ordinances, Section 701.07, Subdivision 4, Vacation of Premises, requires that anyone other than the licensee or employees must vacate the premises of a licensed liquor establishment within thirty minutes after the time during which sales can be made; and WHEREAS, Miller's on Main has been issued a 2:00 a.m. permit allowing them sale of liquor up to 2:00 a.m.; and WHEREAS, on June 21, 2007, the Lino Lakes Police Department of Lino Lakes found several patrons inside the Miller's on Main establishment after legal hours of operation; and WHEREAS, the City Council of Lino Lakes conducted a violation hearing on February 11, 2008 and reached a finding that a violation did occur; and WHEREAS, the City Council has agreed to impose penalties consistent with the Best Practices Grid; and WHEREAS, the recommendation under the Best Practices Grid is a $500 civil penalty; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: The City of Lino Lakes hereby adopts Resolution No. 08 -11, Finding a Violation of the Liquor Code and Imposing Penalty to Miller's on Main. Adopted by the Council of the City of Lino Lakes this 11th day of February, 2008. John Bergeson, Mayor Julianne Bartell, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • • • • AGENDA ITEM 3B STAFF ORIGINATOR: Gordon Heitke, City Administrator COUNCIL MEETING DATE: February 11, 2008 TOPIC: Resolution No. 08 -23, Approving Joint Powers Agreement between the City of Lino Lakes and the County of Anoka for Assessment of Property VOTE REQUIRED: Simple Majority BACKGROUND: Anoka County has provided the City with a Joint Powers Agreement providing for Annual Assessment Services performed by the County and paid for by the City. The Joint Powers Agreement provides for the City of Lino Lakes to: A) Contract with the County of Anoka for assessment services. B) Have a Joint Powers Agreement for assessment services from January 16, 2009 through those performed in the year 2013. The changes from the last agreement are primarily the per parcel assessing fee as described in County Assessor Michael Sutherland's letter of 12- 28 -07. The current fee structure and rates have been in place since 2002. The increased parcel costs from the first year ((2002) of the current rates to the last year (2013) of the proposed rates represents an average annual increase of 1.33% to 2.08 %, depending on the land use classification. RECOMMENDATION: Adopt Resolution No. 08 -23, Approving the Joint Powers Agreement with the County of Anoka for Assessment of Property Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 08 -23 RESOLUTION APPROVING A JOINT POWERS AGREEMENT WITH THE COUNTY OF ANOKA FOR ASSESSMENT OF PROPERTY WHEREAS, Pursuant to Minnesota Statutes §273.072, any county and city, lying wholly or partially within the county and constituting a separate assessment district, may, by agreement entered into under Minn. Stat. §471.59, provide for the assessment of property in the City by the County Assessor; and \WHEREAS, Pursuant to Minn. Stat. §273.03, subd. 2, the agreement may provide for the abolition of the office of the City Assessor when the assessment of the property within the City is made under an agreement by the County Assessor; and WHEREAS, it is the wish of the City to cooperate with the County provide for a fair and equitable assessment of the property within the City; and WHEREAS, said work will be carried out in accordance with the provisions of Minn. Stat. §471.59 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: 1. Hereby approves the Joint Powers Agreement with Anoka County for the Assessment of Property. Adopted by the City Council this 11th day of February, 2008. John J. Bergeson, Mayor Julianne Bartell, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. _22_ • • C O U N T Y O F ANOKA December 28, 2007 DIVISION OF PROPERTY RECORDS AND TAXATION GOVERNMENT CENTER • 2100 3RD AVENUE • ANOKA, MN 55303 FAX (763) 323 -5421 www.AnokaCounty.us /prop - records -tax City Council City of Lino Lakes c/o Gordon Heitke 600 Town Center Pkwy Lino Lakes, MN 55014 To the Honorable Council, • Property Assessment • Property Records and Public Service • Property Tax Accounting and Research Accompanying this letter is a new Joint Powers Agreement for Assessment of Property between Anoka County and the City of Lino Lakes. The Agreement covers Assessment Years 2009 through 2013, taxes payable 2010 through 2014. The agreement has very few changes with the exception of the per parcel billed rate structure. The current rates have been in place since 2002 and are listed as follows; Improved Residential Unimproved Residential Improved/Unimproved Commercial/Industrial Improved/Unimproved Apartments $10.50 /parcel $3 .50/parc,e1 $60.00 /parcel $60.00 /parcel The new agreement currently has the following base rate structure; Improved Residential Unimproved Residential Improved/Unimproved Commercial/Industrial Improved/Unimproved Apartments Manufactured Homes $12.50 /parcel $4.50 /parcel $ 80.00 /parcel $80.00 /parcel $6.00 /parcel The line item for Manufactured Homes is new and will affect only those jurisdictions with Manufactured Home Parks within their boundaries. Anoka County has added this charge because of the quantity of units in our county and the difficulty of appraising and administering them. At first blush, the rate increases look large, however, the timeline covered runs from 2002 to 2014 and is reflective of the increase in salaries and benefit costs as well as the cost of automobiles, fuel, equipment, maintenance and training Affirmative Action /€4.11.1-Opportunity Employer incurred by Anoka County today and what we expect to deal with in the years to come. Anoka County values our relationship with the City of Lino Lakes and hopes that it will continue long into the future. In these trying budget times Anoka County will do whatever it can to continue the high level of service you are used to while trying to hold down costs wherever possible. If you have any questions, please give me a call at 763 - 323 -5499 between the hours of 8:00 am and 5:00 pm Monday through Friday. Hoping to be of continued service to you, I remain... Very Truly, Yours, //? Michael R. Sutherland SAMA Anoka County Assessor • • • Anoka County Contract No. JOINT POWERS AGREEMENT BETWEEN THE CITY OF LINO LAKES AND COUNTY OF ANOKA FOR ASSESSMENT OF PROPERTY THIS AGREEMENT is made and entered into this day of 2008, by and between the City of Lino Lakes, 600 Town Center Parkway, Lino Lakes MN 55014, hereinafter referred to as the "Municipality," and the County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue, Anoka, Minnesota 55303, hereinafter referred to as the "County." WITNESSETH: WHEREAS, pursuant to Minn. Stat. § 273.072, any county and city, lying wholly or partially within the county and constituting a separate assessment district, may, by agreement entered into under Minn. Stat. § 471.59, provide for the assessment of property in .the city by the county assessor, and WHEREAS, pursuant to Minn. Stat. § 273.03, subd. 2, the agreement may provide for the abolition of the office of the city assessor when the assessment of the property within the city is to be made under an agreement by the county assessor; and WHEREAS, it is the wish of the County to cooperate with the Municipality to provide for a fair and equitable assessment of the property within the Municipality; and WHEREAS, said work will be carried out in accordance with the provisions of Minn. Stat. § 471.59. NOW, THEREFORE, in consideration of the mutual covenants herein contained, it is agreed as follows: I. That said Municipality constitutes a separate assessment district which lies wholly within the County and that all property in the geographical boundaries of this district shall be assessed by the County Assessor of the County beginning with the assessment year 2009, provided this Agreement is approved by the Commissioner of Revenue. I1. Pursuant to Minn. Stat. § 273.072, subd. 2, the office of the city assessor in the Municipality shall cease to exist on January 16, 2008, but not before the end of the term of the current city assessor, if serving for a fixed term, or when an earlier vacancy occurs; provided, however, that upon the termination of this Agreement, the office of city assessor shall be automatically reestablished and shall be filled as provided by applicable law or charter in accordance with Minn. Stat. § 273.072. 111. The term of this Agreement shall be from January 16, 2008, through assessment services performed in the year 2013, unless earlier terminated as provided herein. _25_ IV. In consideration of said assessment services, the Municipality shall pay to the County an annual payment as follows: 2009 Assessment services payable on or before January 15, 2008 2010 Assessment services payable on or before January 15, 2009 2011 Assessment services payable on or before January 15, 2010 2012 Assessment services payable on or before January 15, 2011 2013 Assessment services payable on or before January 15, 2012 V. For year 2009 assessment services, the Municipality shall pay the County as follows: A. Ten Dollars and 50/100s ($10.50) for each improved parcel of residential, seasonal recreational residential and agricultural type property; B. Sixty Dollars and 00 /100s ($60.00) for each improved and unimproved parcel of commercial, industrial and public utility type of property; C. Sixty Dollars and 00/100s ($60.00) for each improved and unimproved parcel of apartment and mobile home park type property; D. Three Dollars and 50/100s ($3.50) for each unimproved parcel of residential, seasonal recreational residential and agricultural type property; and VI. For year 2010 assessment services, the Municipality shall pay the County as follows: A. Twelve Dollars and 50/100s ($12.50) for each improved parcel of residential, seasonal recreational residential and agricultural type property; B. Four Dollars and 50/100s ($4.50) for each unimproved parcel of residential, seasonal recreational residential and agricultural type property; C. Eighty Dollars and 00/100s ($80.00) for each improved and unimproved parcel of commercial, industrial and public utility type of property; D. Eighty Dollars and 00/100s ($80.00) for each improved and unimproved parcel of apartment and mobile home park type property; and E. Six Dollars and 00 /100s ($6.00) for each manufactured home. The same procedure shall be used, as described above, in the computation of the assessment payments due in 2011 through 2013, provided, however, that the cost for each type of parcel shall be increased according to the County Assessor's increase in operating costs, cost of living and merit adjustments established by the Anoka County Board of Commissioners for January 1 to December 31 in the year prior to the date of the assessment. - 2 - • • • VII. Notwithstanding Section III. above, the County and/or Municipality shall have the right to terminate this Agreement by providing, at a minimum, two years written notice by certified mail, which notice shall be sent prior to January 2 of any year to terminate assessment services to be performed two years from such date (i.e. to terminate this Agreement for assessment services in the year 2010, the party must provide written notice of termination by not later than January 2, 2008). IN WITNESS WHEREOF, the parties have hereunder set their hands on the dates written below. COUNTY OF ANOKA CITY OF LINO LAKES By: By. Dennis D. Berg, Chair County Board of Commissioners John Bergeson Mayor Dated: Dated: ATTEST By: By: Terry L. Johnson County Administrator Title: Dated: Dated: APPROVED AS TO FORM By: By: Dan Klint Assistant County Attorney Title: Dated: Dated: The above Agreement is hereby approved by the Commissioner of Revenue this day of By: Minnesota Commissioner of Revenue 1: \CMDK\CONTRACT'2007 \Assessment- JPAliino takes- assess jpa.doc • AGENDA ITEM 6.A. STAFF ORIGINATOR: Paul Bengtson CC MEETING DATE: February 11, 2008 TOPIC: 2nd Reading of Ordinance 17 -07 Vacating a portion of the drainage and utility easement on Lot 16 Block 4 of the recorded plat Park Grove VOTE REQUIRED: 4/5 BACKGROUND Stephen & Jacklyn Tlachac have requested that the City Council vacate a portion of the drainage and utility easement on Lot 16 Block 4 of the recorded plat Park Grove. They are requesting that the 30 foot easement along the south property line be reduced to allow them to make improvements including a swimming pool and deck. ANALYSIS The easements as platted on the Park Grove plat included a thirty foot wide easement on the south property line of this lot. The City Engineer has determined that only 15 feet of easement area is necessary for the city to maintain the drainage patterns of the surrounding area in perpetuity, and no documentation has been found to identify why the easement was platted at 30 feet in width. The City Engineer has visited the site and met with surrounding property owners in an attempt to address their concerns about drainage in the area. As a result, it has been identified that there is a drainage issue in the area that is completely separate from this vacation request. This issue will be addressed within the 2008 surface water management project, and the necessary improvements can easily be made and maintained with the reduced easement width. RECOMMENDATION Staff recommends approval of the 2nd Reading of this Ordinance. ATTACHMENTS 1. Ordinance No. 17 -07 2. Vacation Exhibit Council Member moved for adoption of the following ordinance: CITY OF LINO LAKES ORDINANCE NO. 17 -07 AN ORDINANCE VACATING A PORTION OF THE DRAINAGE AND UTILITY EASEMENT ON LOT 16 BLOCK 4 OF THE RECORDED PLAT PARK GROVE. 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 a permanent roadway easement: 1. Stephen & Jacklyn Tlachar, have requested that the City Council vacate a portion of the drainage and utility easement on Lot 16 Block 4 of the recorded plat Park Grove. 2. A public hearing was held on January 14, 2008 before the City Council in the city hall on such request after due published and posted notice had been given, as well as personal notice to affected property owners by the clerk on October 25, 2007 and all persons interested were given an opportunity to be heard; 3. It appears that it will be in the best interest of the city to approve such request Section 2 Such request is hereby granted and that drainage and utility easement described as follows are hereby vacated: The north 15 feet of the south 30 feet of Lot 16, Block 4, PARK GROVE, Anoka County, Minnesota, except the east and west 5 feet of said Lot 16. Section 3 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 4 This ordinance shall be in force and effect upon its adoption and publication and in accordance with the Lino Lakes City Charter. John Bergeson, Mayor Attest: Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this 11th day of February, 2008. The motion for the adoption of the foregoing ordinance was duly seconded by Council Member and upon a vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said ordinance was declared duly passed and adopted. ,iRTIFICATE 4F SURVEY or : Mac May 4' ves ,o Denotes proposed elevation. Denotes direction of drainage. ❑ Denotes wood hub at 11 foot offset. 194 LOA;ESOMe 911° ti- 13059113 I 80.56' Tizftil- w 2 2007 Proposed Elevations: S �, jgt'3 °'E - - -__ 14.1 Top of Block Garage. Floor Basement level -\ jgr lB Lo / /C, Block 4 , Park ('rove , Anoka Coon,/ (unvec.l 9.0o ro propose J O2cs) • • = 903. I 9,01.7 = 895.0 (i2 -o 1 m 04= B4XSS.67. IDD.B Cont ° la, 20 /V'9 °27'33 "4/ ;CALE: 1 inch= Feet o Denotes Iron Bearings shown ore assumed. Job No.. 407o//.' Bk. Pg We hereby certify that this is o true and correct representation of a survey of the boundaries of the above described and and of the location of all buildings, if any, thereon, and all visible encroachments, if ony, from or on said to sr �j E.G. RUD & -9 )NSS , INC. Dated this _cloy of /'"�a'`c n 9¢ `— , /J/ /% E.G. RUD & SONS, INC. LAND SURVEYORS 9130Lexington Avenue N. rirrin Pincr AAinnne.,t, Ecru • STAFF ORIGINATOR: C. C. MEETING DATE: TOPIC: BACKGROUND AGENDA ITEM 6 B Jeff Smyser February 11, 2008 Main Street Village, Azure Properties i. Resolution 08 -17 Conditional Use Permit for Planned Unit Development - Development Stage Plan/Preliminary Plat ii. Resolution 08 -18 Conditional Use Permit for Motor Fuel Station iii. Resolution 08 -19 Conditional Use Permit for Commercial Car Wash The proposal is a planned unit development (PUD) at the southeast quadrant of the I -35E interchange at Main Street called Main Street Village. The proposal includes creating four commercial lots on approximately nine acres on the 28 -acre property. Development on the ruining 19 acres has not been designed. However, because of stormwater and transportation planning needs, and because of the existing bank site that is not owned by the developer, the use of the entire site must be considered. The zoning ordinance defines two types of PUD: rezoning and conditional use permit. A commercial PUD can be approved as a conditional use permit. Separate conditional use permits also are required for a motor fuel station and for a car wash. The site is within the area analyzed by the I -35E Alternative Urban Areawide Review (AUAR). The AUAR's mitigation plan and conservation development framework have requirements that typically are not applied to development elsewhere in the community ANALYSIS Comprehensive Plan, Land Use, Zoning Location Existing Land Use Guided Land Use (Comp. Plan) Zoning Site vacant Commercial GB General Business North vacant Commercial GB General Business South vacant, industrial and City water tower Industrial LI Light Industrial East Patriot Bank and Ad Graphics Commercial and Industrial GB General Business & LI Light Industrial West I -35E Commerc. (across 1 -35E) GB (across 1 -35E) Main Street Village page 2 • Comprehensive Plan: The Comprehensive Plan guides the project site for Commercial land use. The site is within a Stage 1 (pre -2010) growth area and is within the existing Metropolitan Urban Service Area (MUSA). Zoning: The site is zoned GB General Business. A PUD allows for flexibility from standard zoning requirements. The following table compares the project to standard zoning requirements. With a shopping center, normal setbacks are difficult to measure because some lots do not front on public roads, and it is difficult to determine which lot borders are the side and rear lots. Alternative Urban Areawide Review (AUAR): This site is within the area analyzed by the I -35E Corridor AUAR. Development within the area is subject to the mitigation plan adopted with the AUAR. The mitigation includes some specific, quantified requirements, but many of the requirements are means of achieving the best results possible, depending on the site. Conservation Development Framework: The Conservation Development Framework provides the foundation for most of the environmental objectives within the AUAR area. Implementation of the Framework will: conserve the most ecologically significant natural resources within the AUAR area (in particular, the "core" and "outlier" habitats); protect ecologically significant natural resources from adjacent land uses by implementing buffering; and connect ecologically significant natural resources via multi- functional greenway corridors. The goals of the Conservation Development Framework will be pursued through a variety of methods. The maps in the AUAR provide summary information and guidance. For example, the Minnesota Land Cover Classification System map (AUAR Fig. 10 -1) shows artificial surfaces and associated areas on the sites of the bank and the old farmhouse; planted or cultivated vegetation across most of the site; and herbaceous over the larger wetland areas. GB Zone Proposed PUD lot size minimum 20,000 sf 35,000 sf to 130,000 sf lot width 100' 170'+ on private roads 200'+ on public roads building setbacks from local street from collector rear lot line side lot line between buildings 30' 40' 30' 10' avg. height of the two bldgs. 30'+ from private road 40' 20' -30' 20'+ 45' bldg. height 45' less than 25' with 31' peaks impervious max. 75% 60% of total (excluding Outlots A, B, D) Alternative Urban Areawide Review (AUAR): This site is within the area analyzed by the I -35E Corridor AUAR. Development within the area is subject to the mitigation plan adopted with the AUAR. The mitigation includes some specific, quantified requirements, but many of the requirements are means of achieving the best results possible, depending on the site. Conservation Development Framework: The Conservation Development Framework provides the foundation for most of the environmental objectives within the AUAR area. Implementation of the Framework will: conserve the most ecologically significant natural resources within the AUAR area (in particular, the "core" and "outlier" habitats); protect ecologically significant natural resources from adjacent land uses by implementing buffering; and connect ecologically significant natural resources via multi- functional greenway corridors. The goals of the Conservation Development Framework will be pursued through a variety of methods. The maps in the AUAR provide summary information and guidance. For example, the Minnesota Land Cover Classification System map (AUAR Fig. 10 -1) shows artificial surfaces and associated areas on the sites of the bank and the old farmhouse; planted or cultivated vegetation across most of the site; and herbaceous over the larger wetland areas. • • Main Street Village page 3 The Wetland/Aquatic and Upland Habitats map (AUAR Fig. 10 -2) does not show any core or outlier habitat areas that we want to preserve. Water finality, stormwater management, erosion and sedimentation: The AUAR includes analyses of surface water runoff issues which lead to requirements for including infiltration elements and other techniques. It also includes estimated stormwater management recommendations for specific development areas. These estimates in the AUAR cannot be considered strict requirements. However, they do provide guidance for mitigation. The approach is that stormwater management areas would be designed consistent with strict criteria for maximum filtration and/or infiltration of stormwater. The site is labeled development area Y -TD in the AUAR The most general estimate suggests that 16 % -20% of the developable area would be needed for stormwater management (AUAR Fig. 17 -3). A somewhat more refined estimate suggests a need of 5 acres for stormwater management (AUAR Table 17 -5). These estimates are calculated for the entire 28 -acre site and are high compared to standard development practices. The submitted project only includes about a third of the total site (less than 9 of the 28 acres), so it is difficult to compare against the AUAR Nonetheless, we can see that stormwater treatment is a challenging issue and it is important to consider the entire site rather than individual pieces. While those stormwater management areas are estimates and not mandatory, the AUAR does include specific requirements. Runoff rates (gallons per minute) must be at or below pre - development conditions. This is a standard requirement everywhere in the city, enforced on all projects. The AUAR also requires that runoff volume (total runoff) must be no more than 150% of pre - development runoff. (This is one reason the stormwater management area estimates are higher than standard practice: standard practice does not address limiting runoff volume, only rate.) The AUAR also requires that stormwater management areas have a 6:1 slope rather than the normal, steeper slope. The plans for phase one of the development will meet the rate, volume, and slope requirements of the AUAR. Future development (phase two) will require review to ensure it meets these requirements as well. Archaeological Survey: A Phase 1 cultural resources survey was completed for the site and submitted with the project, as required by the AUAR The farmstead site was found to be not eligible for historic listing. The survey investigators recommend that no further cultural resources work is necessary. AUAR Fee and Environmental Review. The City Council adopted a fee for new development within the AUAR area.. This fee was based on the cost of the AUAR and calculated by anticipating that growth will occur first in the Stage 1 and 2 growth areas depicted by the Comprehensive Plan. The fee is $269 per acre, and 28.3 acres x $269 results • in a fee of $7612. The fee goes toward the costs of preparing the AUAR and is justified because no environmental review is needed for projects within the AUAR area as long as the projects are consistent with the development assumptions in the AUAR. The AUAR fee of $269 per acre must be paid prior to site work commencing. Main Street Village page 4 If the AUAR had not been prepared, the standard environmental review rules would apply. The submittal includes about 37,000 sf. A retail commercial project of 200,000 sf or more would require an EAW. It is possible that development of the full site would cross that threshold. The City also has the ability to require a discretionary EAW if there may be the potential for significant environmental effect. Planned Unit Development Section 2, Subd. 10. of the Zoning Ordinance includes the PUD standards. The zoning ordinance provides for two types of PUD: rezoning or conditional use permit. A commercial PUD can be approved as a conditional use permit, which is proposed for this project. It is important to review the purpose and intent of a PUD. Subd. 10. PUD, Planned Unit Development. A. Purpose and Intent. The purpose of this section of the Zoning Ordinance is to provide for the grouping of lots or buildings for development as an integrated, coordinated unit as opposed to traditional parcel by parcel, piecemeal, or sporadic approach to development. This section is intended to introduce flexibility of site design and architecture for the conservation of and and open space through clustering of Tots, buildings and activities, which promote the goals outlined in the Comprehensive Plan or serve another public purpose. It is further intended that planned unit developments are to be characterized by central management, integrated planning and architecture, joint and common use and maintenance of parking, open space and other similar facilities, and harmonious selection and efficient distribution of uses. ... The PUD, by allowing deviation from the strict provisions of this Ordinance related to setbacks, heights, lot area, width and depths, yards, etc., by conditional use permit or a mixture of uses by rezoning to a PUD District, is intended to encourage: 1. A development pattern in harmony with the objectives of the Comprehensive Plan. 2. Innovations in development that address growing demands for all styles of economic expansion, greater variety in type, design, architectural standards, and siting of structures through the conservation and more efficient use of land in such developments. 3. The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention of soil erosion. 4. A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. 5. An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. 6. Promotion of a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. E. Commercial or Industrial Planned Unit Development, CUP Requirements. • • • Main Street Village page 5 1. Purpose. It is the intent of this section to further the directives of Section 2, Subd. 2 and establish special requirements for the granting of a conditional use permit to allow flexibility from the strict provisions of this Ordinance in regard to multiple buildings, shared access/ parking, parking supply reductions, internal setbacks, etc. Lots: The following summarizes the project proposal: Gross Site Area 28.3 acres Upland Area 24.0 acres Wetland 4.3 acres Currently Proposed Development Area including Outlot A 8.7 acres The table lists the detailed data as submitted with the January 2008 plans. Water and Sanitary Sewer: The project will be served by municipal utilities. Ample capacity exists in the systems. Water looping through the development ultimately will be needed for proper flow. Wetlands and Stormwater Management: The Rice Creek Watershed District (RCWD) approved the delineation of the wetlands and the mitigation plan in 2006. However, that mitigation plan application did not include wetland fill and mitigation necessary for the future access route (with the southern driveway). Since this will be the main access to the retail center in the future, it is vital to know if this road can be constructed. The wetland impacts and mitigation are an integral part of this question. A new wetland delineation was submitted to, reviewed, and approved by the RCWD. This included an amendment to the delineation of the large, southern wetland. The revised mitigation plan received preliminary approval from the Watershed District. The RCWD has prepared a Resource Management Plan for Lino Lakes that will serve as one of the foundations of the new Comprehensive Plan. The Resource Management Plan includes gross sf gross acres upland sf upland acres Lot 1, Block 1 35,175 0.81 35,175 0.81 . Lot 2, Block 1 55,831 1.28 55,831 1.28 Lot 1, Block 2 66,196 1.52 61,169 1.40 Lot 2, Block 2 130,031 2.99 130,031 2.99 Outlot A (private road) 95,837 2.20 95,837 2.20 subtotal 383,070 8.79 378,043 8.68 Outlot B 677,301 15.55 588,452 13.51 Otter Lake Road ROW to be dedicated 6,493 0.15 6,493 0.15 Outlot C 55,779 1.28 7,238 0.17 Outlot D 112,044 2.57 72,098 1.66 total 1,234,687 28.34 1,052,324 24.16 Water and Sanitary Sewer: The project will be served by municipal utilities. Ample capacity exists in the systems. Water looping through the development ultimately will be needed for proper flow. Wetlands and Stormwater Management: The Rice Creek Watershed District (RCWD) approved the delineation of the wetlands and the mitigation plan in 2006. However, that mitigation plan application did not include wetland fill and mitigation necessary for the future access route (with the southern driveway). Since this will be the main access to the retail center in the future, it is vital to know if this road can be constructed. The wetland impacts and mitigation are an integral part of this question. A new wetland delineation was submitted to, reviewed, and approved by the RCWD. This included an amendment to the delineation of the large, southern wetland. The revised mitigation plan received preliminary approval from the Watershed District. The RCWD has prepared a Resource Management Plan for Lino Lakes that will serve as one of the foundations of the new Comprehensive Plan. The Resource Management Plan includes Main Street Village page 6 the designation of certain wetlands as "high priority ". These will have higher standards of protection. There are wetlands on the Main Street Village site, but none have been designated as high priority. Drainage and utility easements must be established that cover and extend beyond the wetlands, in accordance with City requirements. There will be an easement over the incidental wetlands in Outlot C because they will become stormwater ponds. There is no designated floodplain on the site as shown on the r'EMA map The plans show little space for snow storage after plowing. A snow storage area must be designated or snow must be completely removed from the site. This is more than only a operations and maintenance issue. Parking lot and roadway snow contains salt and other chemicals, and can affect water quality. For example, piling snow in the large wetland is not an acceptable practice. Snow management will be addressed in property association documents. This report discusses the AUAR requirements for stormwater management in a previous section. Roads, Access, Traffic, Circulation: A traffic study was prepared for the development. Upon the recommendation of the Anoka County Highway Department, the study analyzes the current proposal (phase one), full development of the site (phase 2), and year 2030. The study assumes the north access (existing bank road) will continue as a full access point with phase one of the development, but be converted to right- in/right -out with phase two. As to the southern access, it will be a full access intersection that will function properly with a stop sign with full development but will require a traffic signal by 2030. The intersection of Otter Lake Road and Main St. will function well until 2030 but will fail then. The AUAR's traffic analysis also recognized that this intersection will fail at that time. This is an important transportation planning issue that will require the attention of both County and City as well as the developer. It will require further improvements such as additional lanes on Main St. This is discussed further below under 6). The plan includes right of way dedicated for Otter Lake Road as well as a triangle for future needs at the Main St. intersection. In addition, right of way is to be dedicated to accommodate the future traffic signals at the southern access on Otter Lake Road. City staff estimated that an additional five feet of ROW was needed. However, Anoka County requires and additional ten feet. This will be a condition of approval. The site ultimately will have four access points: a right -in only slip ramp from Main St; the existing access on Otter Lake Road north of the bank; a new access on Otter Lake Road north of the water tower, and the service road along I -35E. Thong), the four access points have not changed, the internal circulation design changed significantly after the initial submittal, which required re- examination of how the site will function. The following issues stand out from the review: • • • • Main Street Village page 7 1) The "slip ramp" into the site from Main St. was negotiated with the Anoka County Highway Dept. as part of the CSAH 14/8 improvement project and the I -35E interchange project. This access will allow vehicles to leave Main St. to enter the site, but not exit the site onto Main St. It will not pose a safety problem on Main St. The slip ramp route continues south and intersects with the existing bank access road. The plan shows the bank road ending in a "T" except for a driveway entrance to the larger retail building lot, L2 B2. The intersection has a stop in all four directions. Most of the traffic flows north and south. 2) Circulation in the central area of the site has been the topic of extensive discussion because of substantial redesign of the primary internal roads. The May 2007 traffic study included vehicle movement counts. The volume of traffic that would converge on the central, four -way stop, "T" intersection was a major red flag. We learned later that two numbers at the CR 84 access (the bank road) were transposed in the submitted study. Correction of this data eliminated staff's concern for severe congestion for vehicles entering the site via the slip ramp from CSAH 14. 3) Access to the coffee shop drive through windows will be through the lot's parking lot exclusively. This improves circulation over the earlier design. The revision eliminates concern with severe congestion at this point. • 4) The existing bank lot was approved in May 2000. The bank's western driveway is centered on the edge of the bank lot. This was designed as a shared driveway, to be shared by the bank and a future lot. The current driveway was a condition of approval for the subdivision that created the bank lot and for the conditional use permit that allowed the bank drive through. The current Main Street Village proposal does not include a lot on the west side of the bank, so there is no need for a shared driveway. If the new internal road is to be constructed, the existing driveway should be moved east to separate it from the intersection. This will align the driveway with the bank's drive through approach, so it should work fine. However, moving the bank's driveway requires the agreement of the bank. Such an agreement is a condition of approval for the Main Street Village project. 5) The existing access road along the north side of the bank will become right- in/right -out in the foreseeable future. Otter Lake Road will be reconstructed in this area in order to accommodate future traffic, and at that time a median will be created. It is possible that Anoka County could require that the existing access be converted to right - in/out with this initial portion (phase one) of the project. Either way, the second, southern access on Otter Lake Road is a key element as it will be the primary access to the development area. This means we must know that the second access can be constructed. The geotechnical data shows it is feasible. The construction of the second access must occur with any additional development on the site because this route is vital to the overall circulation of the site. 6) Our Zoning Ordinance requires that specific findings be made for conditional use permits. One relates to traffic capacity and Level of Service (LOS). The requirement specific to Main Street Village page 8 this project is that if the existing LOS outside of the proposed project is A or B, the traffic generated by a proposed subdivision will not degrade the level of service more than one grade. The traffic study submitted by the developer shows that the existing LOS for the Otter Lake Road/Main Street intersection is A and phase one of Main Street Village will decrease it to C. This must be addressed. A number of road improvements will be needed to accommodate additional development (phase two) of the development. These include additional traffic lanes, turn lanes, and a median. Anoka County prepared a preliminary design for needed improvements as part of the project that improved Main Street and constructed the signals at the intersection. In order to address the LOS of the intersection, the conditions of approval for Main Street Village include the requirement that the approval of any additional development of the site will include the Otter Lake Road improvements. 7) Lino Lakes has a joint powers agreement with Anoka County that limits the number of accesses that will be allowed on Otter Lake Road (Co. Rd. 84) between Main Street. and Cedar Street. We can have a total of six driveways and three roads. There are five driveways now and two roads. The City must use the allocation wisely. The new southern access on this development site is planned to allow for access to the City's water tower. This will allow the water tower driveway to be on the project's southern access road when it gets built. Then we can eliminate the existing driveway on Otter Lake Road and have one for a future location. An easement to allow City access to the private road is needed and is a condition of approval. Parking: The site plans show the lot layouts and parking. The zoning ordinance does allow for a reduction in the number of required parking stalls in a shared parking situation if the applicant demonstrates throng} a peak parking analysis that the peak demand is less than the normally required number of stalls. A submitted peak parking analysis supports the reduced number of parking stalls. The gas station/car wash lot is not considered in the shared parking analysis, as this lot stands alone for parking, but it has sufficient parking to meet the City requirement. Buildings: The proposal includes four buildings on four separate lots. All the buildings are attractive with brick, rock face block, stucco, EIFS, and metal peaks. A variety of colors and design elements are proposed. The original submittal included "Architectural Design Criteria." We have been working with the developer's team to ensure that the design criteria comply with the City's architectural requirements for commercial buildings. This is included in the approval of the project. *Lot 1, Block 1, Retail: The proposed 6500 sf retail building includes rock face block and precolored 4" block along with EIFS. The tallest parapet on this building is 22' high. The building was revised since the first submittal to include glass windows on the north elevation rather than a solid brick wall. This is a great improvement to the visual attractiveness of the project site. The building colors and materials establish a visual base - middle -top as required_ • • • • • • Main Street Village page 9 •Lot 2, Block 1, McDonald's: The proposed McDonald's building has face brick and EIFS. The brick colors are brownish grey with red brown brick setting off the drive- through window area. Modernized golden arch elements rest over west entrances and large windows and on the taller "tower" feature. The majority of the building is 18' 3" high. The "tower" element rises up to 21' 4" with an arch that rises another 2'. The restaurant building footprint is 4590 sf with the trash area and cold storage connected to the south end of the building. A drive through window is a permitted use in the GB zone. Plans show access to the door on the north end of the building is past an outdoor seating area. The drive -throe • h lane is immediately next to the door location and we will want to ensure there is an adequate barrier for safety reasons. The P & Z decided in December that in its view the City should not require Conditional Use Permits for the outdoor seating unless there is waiter /waitress service. •Lot 1, Block 2, Kwik Trip With Car Wash: The building has red brick walls with tan brick courses for visual variety. The metal peaks are green. The store is 21' high with 31' peaks. The store has base- middle -top features in varying degrees on different walls. Earlier submittals showed the car wash in a separate building, but the newest elevations have them joined into one building. A motor fuel station requires a CUP, which includes standards for the canopy. A car wash also requires a CUP. These are discussed below. *Lot 2, Block 2, Retail: The large retail building has 4" precolored block, rock face block in two colors, and EIFS of several colors. It includes the base - middle -top design elements. This building is 22' high with arched features several feet higher. There is a drive - through window on the north elevation intended for a coffee shop. A drive through window is a permitted use in a GB zone. A patio behind this building shown on a previous plan has been removed. Our understanding is that table seating for a coffee shop would be on the sidewalk on the east side. The P & Z decided in December that in its view the City should not require Conditional Use Permits for the outdoor seating for a coffee shop that does not include waiter /waitress service. Signage: The City's sign ordinance requires a comprehensive sign plan for multi-user buildings. We can require this for site plan reviews as well. We always require a comprehensive sign plan for a commercial PUD, which typically includes multi-user buildings as well as multiple buildings. Signage should be consistent and planned out in a shopping center. The comprehensive sign plan for the site includes signage specifications and sign drawings that have been submitted on several documents. A number of elements have been amended to eliminate inconsistencies with the City's sign ordinance There are only two outstanding issues. One: a slight modification of the tall pylon sign for the gas station will make it visually consistent with other ground signage —as called for in the project's signage specifications by removing the peak on the top of the sign. Two: the sign plan information Main Street Village page 10 for Kwik Trip shows a car wash directional sign on a neighboring property. This likely is a plan error and will be addressed as a condition of approval. Park/Trails Plan and Park Dedication: The parks plan shows Natural Resource Protection Areas corresponding to the locations of wetlands, as indicated by the wetland delineation. These are wetland areas that will be protected by existing wetland law. As noted above, the wetland mitigation plan has been reviewed by the Rice Creek Watershed District. The protected wetlands will be covered by drainage and utility easements. The Park, Greenway, and Trail System plan shows a trail along Otter Lake Road and bikeway and linking trail along Main Street. A trail exists on the east side of Otter Lake Road. There is an existing trail on the north side of Main St starting at Otter Lake Road and going east. The Main Street/Otter Lake Road intersection is a good crossing point from those trails to the project site because it is signalized. There is no trail currently abutting the project site, but one is planned on the south side of Main Street as part of the interchange reconstruction. The latest plans for Main Street Village include a sidewalk link to that future trail. The plans also include crosswalks within the project to facilitate pedestrian crossing of driveways and the internal road Park dedication for commercial development is $2175 per acre. Dedication cash can be credited for trail construction that is part of a development project. For development that includes 24 acres of upland (the entire site), this would be over $52,000. Phase one of the site includes about eight acres, so as an option the City could collect park dedication for phase one with the first final plat and the rest when future development occurs. Conditional Use Permits Three CUPs are needed for the project: 1) the commercial planned unit development itself is a CUP; 2) a motor fuel station; and 3) a car wash. The discussion above addresses the CUP for the planned unit development. The actual requirements in the Zoning Ordinance for the motor fuel station and car wash are addressed as findings and/or conditions of approval in the respective resolutions. Motor Fuel Station: Section 7, Subd. 3.H.7. includes a lengthy list of requirements for a motor fuel station conditional use permit. The submittal complies with almost all of the CUP requirements. Architectural and signage issues merge somewhat with a gas station. The building meets the architectural standards, but the canopy cannot have a lighted color band and this is clarified in a condition of approval. (This was enforced in the approved plan for the new Holiday station on I -35W and Lake Drive, which will be built when the bridge and roadwork are completed.) Car Wash: The CUP requirements for a commercial car wash are listed in Section 7, Subd. 3.H.3. To summarize- a. The site will be served by sanitary sewer. b. The architecture is consistent with the surrounding buildings. • Main Street Village page 11 c. Stacking space must accommodate the number of cars that can be washed in 30 minutes. d. Landscaping along residential property is not an issue on this site. e. Screening of stacked cars from residential property is not an issue on this site. f. The site will be paved according to typical City requirements. g. The drainage of the area must meet City requirements, including the AUAR mitigation plan. h. Lighting effects on abutting residential properties is not an issue on this site, but lighting fixtures must meet City requirements. i. Vehicular access to the car wash is throngh the gas station site. There are no car wash access problems. j. The site is next to an interstate freeway and an interchange with county state aid highway. Car wash noise is not an issue. Outdoor Seating, Lot 2, Block 1 (McDonald's) and Lot 2, Block 2 (retail building): The Zoning Ordinance requires a CUP for "restaurants with accessory outdoor dining facilities" in Section 7, Subd. 3.H.12. The ordinance does not distinguish between outdoor seating areas where full service is provided at the tables and outdoor seating where the patrons purchase food inside and bring it outside and eat. However, it is pretty clear that the requirements are intended for areas with wait service and possible liquor sales. The report for the December meeting of the P & Z included this issue and recommended that the P & Z discuss the CUP requirements just to ensure the issues are formally considered and addressed. The Board recommended that the City should not require conditional use permits for outdoor seating that does not include waiter /waitress service. Staff supports this recommendation. This is a clarification that should be made in the Zoning Ordinance, and we can address that when we do some major ordinance revisions in the near future. If there are questions about this approach for the time being, it is allowable under a Planned Unit Development, which is intended to promote "a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations." ENVIRONMENTAL BOARD ACTION Stormwater management was the focus of the Environmental Board discussion on July 25 and again on November 28. This included the importance of the design of the stormwater facilities, such as infiltration and filtration features, and the AUAR requirement for volume control. There also was consideration of revising the landscape plan to substitute some tree species and ensure plantings in infiltration areas are appropriate. The Environmental Coordinator reviewed the revised plans submitted January 24. The comments are attached and have been incorporated into the conditions of approval. PLANNING & ZONING BOARD The P & Z opened the public hearing on December 12, 2007, continued it, and completed it on January 9, 2008. The P & Z recommended approval with conditions. Some of those Main Street Village page 12 conditions have been addressed and thus are no longer listed. Other conditions have been included based on new plans and information. OPTIONS 1. Approve Resolution No. 08 -17, approving the conditional use permit for the planned unit development. 2. Approve Resolution No. 08 -18 approving the conditional use permit for a motor fuel station. 3. Approve Resolution No. 08 -19 approving the conditional use permit for a commercial car wash. 4. Deny the resolutions and thus the project. 5. Table the resolutions and return to staff with direction. RECOMMENDATION Options 1, 2, and 3 This review is based on the following submittals: 1. Existing Conditions & Resource Inventory, rec'd January 24, 2008 2. Preliminary Plat, rec'd January 24, 2008 3. Preliminary Site Plan (two sheets), rec'd January 24, 2008 4. Preliminary Utility Plan (two sheets), rec' d January 24, 2008 5. Preliminary Grading & Erosion Control Plan (three sheets), rec'd January 24, 2008 6. Details, rec'd January 24, 2008 7. Preliminary Landscape Plan and Details (two sheets), rec'd January 24, 2008 8. Preliminary Tnfiltration Details, rec'd January 24, 2008 9. Preliminary Lighting Plan, rec'd October 26, 2007 10. McDonald's elevations dated 25 October 2007, received via e-mail January 8, 2009. 11. Building elevations Al, A2, A1.0, A1.1, A2.0, A2.1, A5, received October 26, 2007. 12. Kwik Trip elevations and signage received January 30, 2008. 13. Phase 1 Cultural Resources Survey, April 12, 2007, rec'd May 8, 2007 14. Traffic Analysis (Westwood), May 4, 2007, rec'd July 10, 2007 15. Supplemental Traffic Volume Forecasts (Westwood), November 28, 2007, rec'd December 11, 2007 16. Traffic Circulation and Shared Parking Analysis, received October 26, 2007 17. Wetland Permit Application, June 2006 and June 2007, rec'd July 10, 2007, —43— • • • • Main Street Village page 13 Notice of Wetland Boundary Modification Request, rec'd July 23, 2007 and revised wetland boundary approval, received October 30, 2007 18. Revised Preliminary Site Plan, Truck Circulation diagrams, and Turning Movements, received via e -mail November 19, 2007. 19 Signage Specifications and Plans, with recommended revisions dazed 1/29/08 20. Architectural Design Criteria, with recommended revisions dated 1/29/08 Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 08-17 APPROVING A CONDITIONAL USE PERMIT FOR A COMMERCIAL PLANNED UNIT DEVELOPMENT: DEVELOPMENT STAGE PLAN/PRELIMINARY PLAT FOR MAIN STREET VILLAGE WHEREAS, the City received an application for commercial development and platting of property as Main Street Village, and; WHEREAS, the property is described as follows: Tract A, registered land survey no. 240, Anoka County, Minnesota and That part of the Southwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22 described as follows: Beginning at the point of intersection of the South line of County State Aid Highway 14 and the Easterly right -of way line of Interstate No. 35E; thence East along said South line of County State Aid Highway No. 14, a distance of 200 feet; thence at a right angle South 250 feet; thence at a right angle West 29822 feet to the easterly right of way line of Interstate Highway No. 35E; thence Northerly along said Easterly right- of-way line 275.62 feet to the point of beginning, according to the United States Government Survey thereof. and WHEREAS, Section 2, Subd_ 10 of the Lino Lakes Zoning Ordinance, which regulates Planned Unit Developments (PUD), states that a non - residential conditional use permit PUD may include a variety of commercial uses, and WHEREAS, Section 2, Subd. 2 of the Lino Lakes Zoning Ordinance regulates Conditional Use Permits (CUP), and; WHEREAS, the Lino Lakes City Council makes the following findings: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. The site is guided for commercial land uses, has ample access and will dedicate right of way, adequate utilities are available and will be constructed, stormwater design meets City • Resolution No. 08 -17 page 2 • requirements including those in the I -35E AUAR, and wetlands are being protected consistent with state law, the Parks and Open Space Plan, and the I -35E AUAR. 2. The proposed development application is compatible with present and future land uses of the area. The site is guided and zoned for the proposed uses. 3. Upon fulfillment of the conditions of approval and compliance with submitted plans, the proposed development application conforms to performance standards in the Zoning Ordinance, Subdivision Ordinance, and other applicable City Codes. 4. Traffic generated by a proposed development application is within the capabilities of the City if the existing level of service (LOS) outside of the proposed subdivision is A or B, and traffic generated by a proposed subdivision will not degrade the level of service more than one grade. The LOS of the Otter Lake Road/Main Street intersection is A, and the LOS will decrease it to C, which is more than one grade. As a condition of approval, the developer shall make improvements to Otter Lake Road and the intersection to address this. These will be required with any additional development of the site. 5. The proposed development will be served with adequate and safe water supply as municipal utilities are available and will serve the development. 6. The proposed development shall be served with an adequate and safe sanitary sewer system as municipal utilities are available and will serve the development. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development as no City - funded capital improvements are part of the project. 8. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. Retail activities in the proposed locations will have no such effects. 9. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. No such features are present on the site. THEREFORE, BE IT RESOLVED, that the Lino Lakes City Council hereby approved a Conditional Use Permit for a Planned Unit Development and its Development Stage Plan/Preliminary Plat. BE IT FURTHER RESOLVED that the following Conditions of Approval shall apply: 1. On the sites of the multi-user retail buildings, there must be enough parking to accommodate all uses of the entire building. No individual use may create a parking demand that uses up the parking and does not allow enough for other uses of the building. Resolution No. 08 -17 page 3 The City may deny building permits or otherwise prevent an individual use of the sites if this condition would be violated. 2. Any restaurant use that includes outdoor seating with service by wait staff will require a conditional use permit and must meet conditions listed in the Zoning Ordinance 3. The permit from the Rice Creek Watershed District must be obtained and a copy submitted to the City prior to site work commencing. 4. City Engineer review comments must be addressed to his satisfaction. 5. Irrigation shall be required in all areas to be sodded and the irrigation shall be shown on the landscaping plan or listed in details. vt 6. Developer shall supply information stating how truck circulation dresse on the C� McDonald's site, so that customer parking will not prevent truck circulation during -9'"i business hours. This shall be submitted prior to approval of a final plat or a development agreement. 7. An easement for access to the City water tower is required and an executed easement shall be submitted to the City prior to final plat approval. 8. The following staging of construction of internal and external road improvements shall be required and shall be addressed in the development agreement: a) with phase one (as shown in this application), the developer shall construct a right tum lane (southbound Otter Lake Road turning right into the project site) at the northern access (existing bank access road), in accordance with Anoka County standards b) with phase one, the developer shall stripe a left turn lane and through lane on northbound Otter Lake Road at the northern access, in accordance with Anoka County standards; a concept striping plan shall be submitted to the City and County for review c) the northern access shall be converted to right in/right out with any additional development that is not included in phase one d) the southern access road shall be constructed with any additional development that is not included in phase one e) to address the City requirement that traffic generated by a proposed subdivision will not degrade the level of service more than one grade: with any additional development that is not included in phase one, the developer shall make needed improvements to Otter Lake Road south of Main Street, including the southern access intersection, including at a minimum through lanes, turn lanes, and medians in accordance with Anoka County requirements; this may or may not include signalization of the southern access intersection, depending on signal warrants, as determined by Anoka County and the City f) with any additional development that is not included in phase one, the developer shall make needed improvements to old Otter Lake Road service road access (west entrance to site) to serve the project, in accordance with City standards • • • • 11041 Resolution No. OB -17 page 4 9. An additional ten (10) feet of right of way must be dedicated for Otter Lake Road, rather than the five (5) feet shown on the plat, to total 60' from centerline. This must be included on the final plat. 10. Any comments from the Anoka County Highway Department must be addressed prior to site work commencing and all County requirements shall be fulfilled_ 11. Documentation showing agreement between the bank and the developer regarding the relocation of the bank driveway as shown on plans must be submitted to the City prior to final plat approval. 12. The project shall include pedestrian connection to the proposed trail along the south side of Main Street. 13. A property owners association shall be created and shall address the management of common and shared elements of the site. The declaration of covenants and conditions shall be submitted to the City for review prior to final plat approval. The development agreement between the developer and the City shall require that the developer record the declaration of covenants and conditions with the final plat. 14. A stormwater facilities maintenance agreement must be executed and shall prohibit snow storage in the large wetlands in Outlots B and D. 15. A snow removal plan shall be addressed prior to final plat and shall be included in the property owners association documents and management agreements. 16. Stormwater management for future development of the site is not addressed by the current application. Future development will be reviewed and must comply with the I -35E AUAR requirements. 17. Park dedication fee described in the fee schedule shall be paid prior to site work commencing. 18. The AUAR fee described in the fee schedule shall be paid prior to site work commencing. 19. Any use that requires a conditional use permit, as listed in the Lino Lakes Zoning Ordinance, shall comply with requirements for the conditional use permit. 20. The developer must sub rtt 6vritten agreement with recommended revisions dated 1/29/08 for the "Signage Specifications" and "Architectural Design Criteria ". cZy-e? Julianne Bartell, City Clerk —48— John Bergeson, Mayor �{ r: r.., Resolution No. 08 -17 page 5 Adopted by the Lino Lakes City Council this day of , 2008. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 08-18 APPROVING A CONDITIONAL USE PERMIT FOR A MOTOR FUEL STATION ON LOT 1, BLOCK 2, MAIN STREET VILLAGE WHEREAS, the City received an application for commercial development and platting of property as Main Street Village, and; WHEREAS, the property is described as follows: Tract A, registered land survey no. 240, Anoka County, Minnesota and • That part of the Southwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22 described as follows: Beginning at the point of intersection of the South line of County State Aid Highway 14 and the Easterly right -of way line of Interstate No. 35E; thence East along said South line of County State Aid Highway No. 14, a distance of 200 feet; thence at a right angle South 250 feet; thence at a right angle West 298.22 feet to the easterly right of way line of Interstate Highway No. 35E; thence Northerly along said Easterly right - of -way line 275.62 feet to the point of beginning, according to the United States Government Survey thereof. and WHEREAS, the application includes a motor fuel station on land to be platted as Lot 1, Block, 2, Main Street Village, and WHEREAS, Section 2, Subd. 2 of the Lino Lakes Zoning Ordinance regulates Conditional Use Permits (CUP), and; WHEREAS, Section 7, Subd. 3.H.7. of the Lino Lakes Zoning Ordinance requires Conditional Use Permit for a motor fuel station and includes requirements therefore, and; Resolution No. 08 -18 page 2 WHEREAS, the Lino Lakes City Council makes the following findings, as required by Section 2, Subd. 2 of the Lino Lakes Zoning Ordinance- 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. The site is guided for commercial land uses, has ample access, adegitatP utilities are available and will be constructed, stormwater design meets City requirements including those in the I -35E AUAR, and wetlands are being protected consistent with state law, the Parks and Open Space Plan, and the I -35E AUAR. 2. The proposed development application is compatible with present and future land uses of the area. The site is guided and zoned for the proposed uses. 3. Upon fulfillment of the conditions of approval and compliance with submitted plans, the proposed development application conforms to performance standards in the Zoning Ordinance and other applicable City Codes, including Section 7, Subd. 3.H.7. 4. Traffic generated by a proposed development application is within the capabilities of the City when level of service requirements specified in the Zoning Ordinance are met. Resolution No. 08 -17 approving the Conditional Use Permit for the Main Street Village Planned Unit Development includes conditions that will ensure levels of service requirements are addressed. 5. The proposed development will be served with adegi ate and safe water supply as municipal utilities are available and will serve the development. 6. The proposed development shall be served with an adequate and safe sanitary sewer system as municipal utilities are available and will serve the development. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development as no City - funded capital improvements are part of the project. 8. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The motor fuel station activities in the proposed locations will have no such effects. 9. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. No such features are present on the site. THEREFORE, BE IT RESOLVED, that the Lino Lakes City Council hereby approves a Conditional Use Permit for motor fuel station on land to be platted as Lot 1, Block 2, Main Street Village, as indicated on the plans. BE IT FURTHER RESOLVED that the following Conditions of Approval shall apply: • Resolution No. OB -18 page 3 1111 1. The tall pylon sign along the freeway must be consistent in shape with the other ground signs included in the Main Street Village "Sign Specifications" and related sign plans. 2. The color bands on the gas pump canopy shall not be illuminated. 3. Resolution No. 08 -17 approving the Conditional Use Permit for the Main Street Village Planned Unit Development must be approved and in effect in order for this Resolution No. 08 -18 to be in effect. 4. The motor fuel station shall continue to comply with the Conditional Use Permit requirements of Section 7, Subd_ 3.H.7. and the conditions above. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this day of , 2008. III The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 08-19 APPROVING A CONDITIONAL USE PERMIT FOR A COMMERCIAL CAR WASH ON LOT 1, BLOCK 2, MAIN STREET VILLAGE WHEREAS, the City received an application for commercial development and platting of property as Main Street Village, and WHEREAS, the property is described as follows: Tract A, registered land survey no. 240, Anoka County, Minnesota and That part of the Southwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22 described as follows: Beginning at the point of intersection of the South line of County State Aid Highway 14 and the Easterly right-of—way line of Interstate No. 35E; thence East along said South line of County State Aid Highway No. 14, a distance of 200 feet; thence at a right angle South 250 feet; thence at a right angle West 298.22 feet to the easterly right of way line of Interstate Highway No. 35E; thence Northerly along said Easterly right - of -way line 275.62 feet to the point of beginning, according to the United States Government Survey thereof. and WHEREAS, the application includes a commercial car wash on land to be platted as Lot 1, Block, 2, Main Street Village, and WHEREAS, Section 2, Subd. 2 of the Lino Lakes Zoning Ordinance regulates Conditional Use Permits (CUP), and WHEREAS, Section 7, Subd. 3.H.3. of the Lino Lakes Zoning Ordinance requires a Conditional Use Permit for a commercial car wash includes requirements therefore, and; • • • • Resolution No. O8 -19 page 2 WHEREAS, the Lino Lakes City Council makes the following findings, as required by Section 2, Subd. 2 of the Lino Lakes Zoning Ordinance: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. The site is guided for commercial land uses, has ample access, adequate utilities are available and will be constructed, stormwater design meets City requirements including those in the I -35E AUAR, and wetlands are being protected consistent with state law, the Parks and Open Space Plan, and the I -35E AUAR 2. The proposed development application is compatible with present and future land uses of the area. The site is guided and zoned for the proposed uses. 3. Upon fulfillment of the conditions of approval and compliance with submitted plans, the proposed development application conforms to performance standards in the Zoning Ordinance and other applicable City Codes, including Section 7, Subd. 3.H.3. 4. Traffic generated by a proposed development application is within the capabilities of the City when level of service requirements specified in the Zoning Ordinance are met. Resolution No. 08 -17 approving the Conditional Use Permit for the Main Street Village Planned Unit Development includes conditions that will ensure levels of service requirements are addressed. 5. The proposed development will be served with adequate and safe water supply as municipal utilities are available and will serve the development. 6. The proposed development shall be served with an adequate and safe sanitary sewer system as municipal utilities are available and will serve the development. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development as no City - funded capital improvements are part of the project. 8. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. Retail activities in the proposed locations will have no such effects. 9. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. No such features are present on the site. THEREFORE, BE IT RESOLVED, that the Lino Lakes City Council hereby approves a Conditional Use Permit for a commercial car wash on land to be platted as Lot 1, Block 2, Main Street Village, as indicated on the plans. Resolution No. DB -19 page 3 BE IT FURTHER RESOLVED that the following Conditions of Approval shall apply: 1. Resolution No. 08 -17 approving the Conditional Use Permit for the Main Street Village Planned Unit Development must be approved and in effect in order for this Resolution No. 08 -18 to be in effect. 2. All signs for the car wash shall be on the car wash lot. 3. The commercial car wash shall continue to comply with the Conditional Use Permit requirements of Section 7, Subd. 3.H.3. and the conditions above. John Bergeson, Mayor Julianne Bartell, City Clerk Adopted by the Lino Lakes City Council this day of , 2008. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • • • • • SITE LOCATION, AUAR BORDER, AND FUTURE ROADS (I-35E Corridor AUAR Figure 6-2: Scenario 1) Scenario 1 City of Lino Lakes, Minnesota 1-35E Corridor AUAR RI IL:Boondry - IMO.* licurcYcy . Baag lay 1AMT-a: UM= Reacce 1)1■911 :-.;,;?: RocIFLeaticialChcienticre 1Cdc.boc) faS, Ism Den* lissitlects1 t...1.3 fhluccC as/mirk c Rim tieigtbatcod Pat ...,.1, Raid lad Ur Car Limb Medan DalskcItsitcold pcbcciel {Lanier of Sacks MO 7qi!: Lac Dandy thamencel Resident* MIR ficedthe ittoecvle a Pm* a g t . L D ash, Bercred licaltYcall Es Cencgosia:Cciesticl(CAnicrylls) Egg Maim Daum Resicienkcl far MO Mae Devedecccct Mcgc) I= Cigh Lac* iividenig NMI Comorcht MI how. . ,. Race Cley Roast BIM ch.ft. - Coocly CsaccFcv Intrecancacc nig PubiclbarChicic !Parks; .........: 1:calc. =OF. M Nike - Bilson Em Esc= 100 IRAK Figure 6-2 COMPREHENSIVE PLAN PROPOSED LAND USE, (detail) AO 4:2114,274.1.2:5. VIM ;• 41 f.ek 11111. SITE • • • • • ZONING MAP (detail) satanaaratillA,714 -,4*.11111111111111111.t - 1.1...A1111111111 e.11 Lb- VaFF- LI ij SITE Environmental Memo To: Jeff Smyser From: Marty Asleson Date: January 31, 2008 Re: Main Street Village Landscape Plan The landscape plan has been changed to reflect most of the recommendations of the Lino Lakes Environmental Board. I did notice however that within the maintenance schedule under long term maintenance of sheet 16, item number three states that haying (3 -5 year rotation) late summer or early fall —use haying in place of buming stated. This is not a practice that can replace buming or intensive hand labor removal of non - native and aggressive plant competition removal. In addition, the transitional seed spec in most of the pond areas is a lower stature plant mix that would not be conducive to haying. In the discussion of "temporary crop" or "establishment of native seed ", if a temporary crop is needed, language should not contain the use of any top soil. The specs should include some provision for watering if the climate should get very dry after native seed starts to germinate, until establishment. I do not see any details for irrigation in sod areas. Irrigation is required in all areas to be planted with sod and should be shown on the plan. • Page 1 —59— • PIeNEEReriginee7-ing CP/11.87•7141.90 IAKOILAKNEIRS LAND AXV61.17S UnieCni•LAROZO7.13 2422 Evarplise aim MHth65I.MN 33I20 (651)613-1914 PARD661-94118 Coon Rapids Office MAIN STREET VILLAGE LINO LAKES, MINNESOTA - CSAH 14 MA1141 STREET -4- 4. CITY REVISIONS. 3. serf REVISIONS_ 2. COT AND CLIENT REVISIONS. crrr REVISIONS -4- 0 50 WO 200 GRAPHIC SCALE IN FEET LOCATION MAP SHEET INDEX I. COVER SHEET 2. EXISTING CONDMONS & RESOURCE INVENTORY 3. PRELIMINARY PLAT 4 & 5. PRELIMINARY SITE PLAN 6 - 8. PRELIMINARY UTILITY PLAN 9 - 11. PRELIMINARY GRADING & EROSION CONTROL PLAN 12. DETAILS 13. PRELIMINARY LANDSCAPE PLAN 14. PRELIMINARY LANDSCAPE DETAILS 15 & 16. PRELIMINARY BIOFILTRATION DETAILS 17. PRELIMINARY LIGHTING PLAN FILE COPY JAN 2 4, 2008 CITY OF LINO LAKES kwrrby =lily *a chic vim Ins peopled by 201950 Awns= NW Co ;_ i. . mr d muy deLr i c/noy s&ed e Pa r eoapseirzviall o E c,;sr a a gine*r In I older the hnn Rs Sum Minneem. Name ..isr#.4aggie I. 7/l0407 9126A17 1/3/0I 676. 50. 19584 Date 713107 4.1172.42 SAM Desigoed DAS Drawn SAG COVER SHEET AZURE PROPERTIES P.O. BOX 17830 ST. PAUL. MINNESOTA 55117 MAIN STREET VILLAGE LINO LAKES, MINNESOTA 100 GRAPHIC SCALE 0 50 100 200 ( at FEET ) 1 inch - 100 R \ V - -- ,--"T-/- .I,O, 1"�:: I. Rv': ?..'. A: 55``, s . th 16.. of cannery smote I , - h - - - - _ _ t ; 11ig1n Y N6 14 I L :�. 'i A ' , TN.xan L.04e SWI /4 NE7 /4 � .-•- C •Sa822.OS•W ..n Sec 24. 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Ntl$�7ct22•E ."ty4d pa1tot .c.,.../ .,a S�W� Z. a C.'•e. ; ...`ti �' , t '�1e Stele Aid 4606001 Na. 14 ` `�� 4o.■046..2 ° '4- 2.z .- rc.�6y4r- .m-n6r ore W- ■ • 6 6 ,„sa8 s6 . 53•w°°-e7-' 1 A A,n° C -/-1 / VtJ,... oak., LA TT °VILER Richard 1 Schreier E u OWN1it Richard 1 Schreier �- - - - - c m.4�.,i{ co o' 1 .1y • 6._.1674 .10-505 mess-sew 2628.05 j� i % j 1 I 1 / \-- 77i`,yt�`r'rfri - WEnrwo- - ✓ `'' State Bank � // / / �/ / ` �,, /_-� is 1 _ 969 1 o E '' o _ 9� - 1 l I ) -TL) A /1T /// ��l ///,--- // /'/� 1 '\ 1 ` (. / .. 1 1 1 \/--1v / d /�,I!/ i //°�il)) 7 ` //.0 \- �. �'1/ / / j l \ \ f j /� /�-, \� -, _ / /// }•N8g56 \,..-::..t c4- I / j = / =�i��/ a \,1_ _ i r/ i Zvi - / 1 \ 1 - / / v err / / 8 I / / ,r ''�� '� l \\ \� \ i j '' • // J / j, /,,�_ - i--4 (i/ 1 I 1 / 1 1 !]., ,,_ J 1 /f-( / / / �--nd A/-1 1 ,' 'i' / 1 , 1 1) / -t L 1 ; j / /,' ,.../5---41-7,)/..N -' ,/1 1 ,I / / / J 7 � i /� ,.J/ ! /r / %% �/ , / /.w�w44 1 // / /// i �� / / 1 i' ) / /1/'- - 10 '/ / f- / / =2/ 1 // ( Jp r / / -. 1360536.2 ii l I er ,cs�.e 6" ✓ / �gr5� / � / l i ' 1� -� � T tC 4-C / / � / : ' / ', - x4�� m .,.7°. ' see r ELM. ...pa � / / / j 1 / L' +� - / ./ !+ P yr ) \ °wNC1t / /// er.� n. 1 reoir °-r 1 ( i =�, s a 0 ,� :1 Qty of Line Lakes -- - - -- -9427 1 �im� ( '1 �n- �_ i �' / 588'rf5.54•W ° J `4-.s wn an .r\ j r- e x...„.4144 'ra 615 s .., -e4- 7e • 31.-41r1.34( ' 41 .1 ( C tej F- OWNOt ToOr Corp. ran Inr,664.55 • R27 n.. -.05-59 Wrat 1/4 Comer of --Sec 24, 1319. R22W (Cast Yen Monument) PIZNEER nee7-►.iv ena.ammn 4.4r e.aeem. urmau.e,an 4..oerw.s..00�,s Muss> Drive Doi 04 .6 55120 (651)661 -1914 Fec91-9409 Coon Rapids Office 31165thAmass N.W. Coos xepidh, MN 33471 (763)761111110 P4v=763-00.3 • South 1/4 Caner of 24. T3194. 82219 (Co.t Iran Monument) OWNElt Revision 1 t9�7- ky CC Cowmen 3. 4. 11 Q+a ry Pout K Who U N P L A T TED D Shim. 728 Orin O EXISTING CONDITIONS & RESOURCE INVENTORY Zollf `35 .103.3(.) woe 4-4..0 Ran .f.. -664-27 LEGAL DESCRIPTION Tract A, REGIS ILHED LAND SURVEY N0. 240, Anoka County, Minnesota (Torrens) AND Description Per Doc. No. 1375258 (Abstract) That part of the Southwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22 described as follows Beginning at the point of intersection of the South I'me of County State Aid Highway 14 and the Easterly right-of--way line of Interstate No. 35E; thence East along said South line of County State Aid Highway No. 14, a distance of 200 feet thence of a right angle South 250 feet thence at a right angle West 298.22 feet to the easterly right of way Time of Interstate Highway No. 35E; thence Northerly along said Eosterly right -of -way line 275.62 feet to the point of beginning, according to the United States Government Survey thereof. SITE DATA Overall Area= 11,234,066 Square Feet or *28.33 Acres Total Upland = *1,056,555 Square Feet or *24.31 Acres Total Wetland = *175,511 Square Feet or *4.02 Acres NOTES • 1. Existing conditions, topography k boundary information furnished by Midwest Land Surveyors & Civil Engineers, Inc. 2. No title commitment was furnished for this property, subject to all easements of record, if ony. 3. Site is vacant land. 4. Only VISIBLE improvements ore shown hereon. 5. Bearings are based on Anoka County Project Coordinate System, NADB3 (1996 Adjustment). 6. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned, although he does certify that they are located as accurately as possible from information available. 7. Gopher State was not contacted for this survey. 8. Wetlands delineated by Kjolhoug Environmental Services, Co. AZURE PROPERTIES P.O. BOX 17830 3T. PAUL„ MINNESOTA 55117 LEGEND pc -Oar Denotes Catch Basin Denotes Concrete Surface - --572 -- Denotes 2 Foot Contour Interw! - -s�o -- Denotes 10 Foot Contour Interval ® Denotes Dectric Manhole •sr-CI Denotes Dectric Box or Transformer `Cf Denotes Fire Hydrant C6e Denotes Gas Meter •o Denotes Guard Post * Denotes Light Pole "Cs. Denotes Power Pole m Denotes Sanitary Sewer Manhole - s- Denotes Sanitary Sewer Denotes Sign O Denotes Storm Sewer Manhole - sr- Denotes Storm Sewer 10'13 Denotes Telephone Box - •- Denotes Wotermoin 1• Denotes Water valve - r- Denotes Overhead Dectric -r,e- Denotes Underground Gas -vr- Denotes Underground Telephone - ro- Denotes Fiber Optics Cable -A- Denotes Controlled Access e Denotes Well Q Denotes Anoka County Monument • Denotes iron monument found O Denotes 7/2 inch by 14 inch iron monument set and marked with license number 20595 - - ---- Denotes Delineated Wetland - Denotes Flared End Section -�4,- Denotes .Underground El - - Denotes - UT Denotes »- Denotes >-- Denotes I -- Denotes Underground Go Underground Tel hone Line(s) Existing Storm wer J A h 1 • 'j (� (1 Q Existing Sanitary Sewer 2 y 2008 Existing Water Main (a _ 1 Line(R E C E VE D LINO LAKE: MAIN STREET VILLAGE LINO LAKES, MINNESOTA • 0P 17 a E° �sd GRAPHIC SCALE 100 0 50 100 2110 (1B ) 1 )ash - 100 8 PI3NEERneng CIVIL NOVE81. M Semple MN Atr2m rivP1ISM (651)691 -1914 Fce91-9419 Coon Rapids Office OWNER Richert/ J. Schreier —I '--- >---AACK: CC. FP.Y): RvW ?LAT Smith 9rw of County State ( .0 j Aid Highway N. 14 te9.47, i - - - — - c STREET) E {-- - -- / / 58S- 2 -T13'W . g0 C- .:,.H. .: (VAIN I N S 7 North Lola $W7 4 NET 4 Se= 24, 731N, 1222W ev0 6 / 200.00 \ \ 543.14 S88•Z2'os'W — .._ OWNER. Richard ,L Schreier �/ j sc 247.1%01, 1091 s(Lot 1 1127 .o-R.) ■ r 2,__11 1 -1 1i —2 I •196 aq.Rl *35,175 sq.ft N 29� 97 o *55.831 =Let. Ll III I ill $88'5! 54'W 2628.05 West 1/4 Corner of `-Sec. 24, 731N. R22W (Cast Marl Monument) / WETLAND (Outlet B *5.638 sq.ft) ._Line parallel with the Saueh Giro of County State Aid Highway Nn 14 1111111` ±130.031 sq-f6 Ili■! I I I 1 111111 ^ _�,JJJ�JIL 1 i 1 i 1 1 1 1 1 I 1 I 1 1 1 -, 7 <6 prr,l^rr�)rn 1 \L \71..:1 L_/ \LLJ --WETLAND *12,(Wiled 776 .y.fi) Emma. b Am. A,. %am 1 LI,- t�, South 1/4 Corm of • _-Se. 24, 1316, R22W \`�`r (Cost Iron Monument) wh 116 `''l 1,7)1 /r■ VI \ VL 1 I I"1111 1 I I 11 i'TT 111111111111111 ._ —%512± O..* 9. • t 396 / as OUTLOT B *677.301 sq.R (Upland - *586,307 sq. ft.) 62 7 ) A E,T A 1 I \ /-1 V I rl —�-1 0,111. 769 OUTLOT A ±95.837 sq.ft I So; o �I 1 0,O 1 4 r'3 z2,l 3 pia O c an P O c Z 1250.001 58B56'S3' W ^r ilnln r !1 OWNER Lin Lakes State Balk TL) A ,-T 1I I \P L I C 58856'53'W 250.00 OUTLOT D *112,044 sq.R ( , (UPia6d-372.O9B .q. ft.) co f l� /fse°w of sn /sdu. °D i 1!1/4 Sc M MA Ia2a 7. Ore- 0 0 Oro I O ll N _'am r r Tad A RS c 240 942.75 N8855'54'E OWNER Paul K. Miller A, JI C) C) 0: L.1 3 010 010 00 z a I I0 ...,\ 136 / J -R r-Vws E�a.,r N 215 _353 300.00 58855'54'W OWNER City of Lim Lakes Ell 6510 As®eN.W. C® Rapid . M135431 (76317F3-1666 Pec7E31e03 n U 50 ig E OWNER Taylor Corp. C) 0 _3 SITE DATA TOTAL BOUNDARY AREA TOTAL RIGHT —OF —WAY AREA NUMBER OF LOTS SMALLEST LOT LARGEST LOT 28.33 AC. 0.15 AC. 8 35,175 SQ.FT. 677,301 SQ.FT. EXISTING ZONING GENERAL BUSINESS PROPOSED ZONING GENERAL BUSINESS PUBLIC UTILITIES AVAILABLE LEGAL DESCRIPTION Tract A, REGISTERED LAND SURVEY NO. 240, Anoka County, Minnesota. (Torrens) AND Description Per Doc No. 1375258 (Abstract) That part of the Southwest Quarter of the Northeast Quarter of Section 24, Township 31, Range 22 desalbed as follows: Beginning at the point of intersection of the South line of County State Aid Highway 14 and the Easterly right — of—way line of Interstate No. 35E; thence East along said South line of County State Aid Highway No. 14, a distance of 200 feet thence at a right angle South 250 feet thence at a right angle West 298.22 feet to the easterly right of way line of Interstate Highway No. 35E; thence Northerly along said Easterly right —of —way line 275.62 feet to the point of beginning, according to the United States Government Survey thereof. PRELIM: NARY PLAT RECEIVED IAN 2 4, 2008 CITY OF LINO LAKES MAIN STREET VILLAGE LINO LAKES, MINNESOTA of 17 is CSAH 14 MAIN STREET NO LEFT 111/01 SON (R3-2) & 51 111. SIGN (R1-1) COUNTY ROAD 84 •-at \ PI / OTTER Rom) • -■■1111( MEN 0 10 30 60 GRAPHIC SCALE IN FEET • 54' 11(>11°P-IPIGN PROPOSED R • P.' IIRCt4G WAY SIGN i(R5-9) I 41' - L RETAIL 6500 SF PED. PARIONG 1919 1(1-1?.) TRASH ••• NO RIGHT 11.1 SIGN (R3-1) MOP sew 011-1 - • • EXISTING BUILDING RELOCATE 6652840 DRIVEWAY tC, — ONE WAY SIGN (R6-2R) DO NOT ENTER 1966 (80-1) VALLEY GLITTER S'MP (R1-1) SMP 966 (61-1) BARISCACHM (X4-11) OUTLOT D WETLAND • OUTLOT A ME WAY SIGN (R6-2R) DO NOT BITER 196114 (R5-1) NO LEFT 1U684 SIGN (R3-2) & ST P SIGN (R1-1) SITE DATA TOTAL SITE AREA - 10.05 AC. (OCCLUDING OUILOTS 9 & D AND R.D.W.) TOTAL IMPERVIOUS AREA - 6.06 AC (60.1% OF TOTAL) PARKING SUMMARY FOR McDONALDS/RETAIL 69 PARKING STALLS 4 HANDICAP PARKING STALLS 73 TOTAL STALLS PIZNEER CM111.2.1084.02BS 1.IIPIAMLIMIS LAND StaWnalt LAWerApE woicrEara 2422 Emphs Ca= Mead= Height, MN 55120 (651)011-1914 F=6131-9468 Coon Rapids Office 201 SSW Mese N.W. Cow RNA& MN 55433 (763)=3-1=0 Fac=2-11183 key* cm* War this plza wee prep= Vs, ne or me= an, dince aaperWaion 0an 1 we a dady Lima= Profeelvoal ErWrow ender We ism of the Swear Mamma. ISEE SHEET 5 5' CONCRE1E SIDEVIAUL CURB TYPES DENOTES B612 TIP OUT CURB & GUTTER DENOTES 8612 CURB & GU Hu< (SEE S(TE PLAN FOR SURMOUNTABLE CURB AREAS) NOTE: ALL DIMENSIONS ARE TO BACK OF CURB. Nue: s,eV #424r2t0 R. N. 19564 Date 5501 4. CITY REVISIONS. 3. CITY REVISIONS. 2- MY AND CLIENT REVE0ONS. 1. COY REVISIONS. Fieldale= 1. 7/10107 2.162647 3. U3.1011 4. U22108 PARKING LOT PAVEMENT SECTION 9612 CONCRETE CURB & GU tIt Dale SORT Deigned DAS inewe SAG ENO rntL.I UC1I194 FUTURE ACCESS FUR PHASE 1 DROP CURB 1.5' TYPE BITUMINOUS WEAR COURSE LIVWE4503513 BITUMINOUS TACK COAT 5' TYPE BITUMINOUS BASE COURSE MVNW350359 Er CLASS 5 AGGREGATE BASE PRELIMINARY Sl1E PLAN AZURE PROPERTIES P.O. BOX IMO ST. PAUL, MINNESOTA 55117 OUTLOT B DROP CURB AT CATCH BASIN MAIN STREET VILLAGE LINO LAKES, MINNESOTA OF 17 • • 6 NO LEFT 1U14 SIGN (R3-2) & STOP SIGN (RI -1) WRONG WAY SIGN (65 --9) WRONG WAY 901 --A- (P5-41) 1P'VI 4 9881 SWAY 90i- � DO NOT ENTER VALLEY 9CN (R5-1) G17'IQt ONE WA 904 66— DO NOT ENTER SIGN (65-1) NO LEFT TURN SIGN (R3-2) & STOP SIGN (W —Y) 1 ` P1I011 9881 = l LOT I BLOCK 2 LANDSCAPES/WARY AREA CF YPERNOUS ._1,2_+_ AG AREA OF p N9'A(E ug Ac TOTAL AREA _kik AC. CREEN9'ACE xtL — ifi PIeNEERengineering orammaae wmnwre� ,..msnve+m uraaauc�e 2412 Emsrpase M Heigh, MN 55170 (651)681 -1914 F1-94Z8 Coon Rapids Office XI INh A.N.W. RMN 55433 (763)763 -1880 F7RLI8p 47 33' GAS PUMPS J OVERHEAD CANOPY 24' 18 n ZEBRA CROSSWALK (TIP,) I R\• 1 1-T I I I I I I CAP PARG 1 KIN SIGN (TIP.) KWIK TRIP 5184 SF (2998 SF RETAIL) PEA RAMP TYPICAL STRIPING LIES SHALL BE 4 SOLO 1E (S7CP' SIGN STOP SIGN (W -1) STOP SIGN (R1 -1) END 518065 CONSTRUCT FOR PHASE 1 c7=) L /t)ES SNAIL 9E a• 9YS n RMI1c 1 - ©-1 - - -- 1 0 15 50 00 GRAPHIC SCALE IN FEET CURB TYPES DENOTES 8612 TIP OUT CURB & GUTTER DENOTES B612 CURB & GUTTER NOTE ALL DIMENSIONS ARE TO BACK OF CURB. SITE DATA TOTAL SITE AREA — 10.08 AC. (EXCLUDES OUTLOTS B & D AND RO.W.) TOTAL IMPERVIOUS AREA — 6.06 AC (60.1% OF TOTAL) PARKING SUMMARY FOR KWIK TRIP 21 PARKING STALLS 1 HANDICAP PARKING STALLS 22 TOTAL STALLS PARKING SUMMARY FOR RETAIL BUILDING 121 PARKING STALLS 4 HANDICAP PARKING STALLS 125 TOTAL STALLS C ) 6 PARKING LOT PAVEMENT SEC11ON 04 PAIBGIG SIGN (TIP_) PYLON SIGN Rdm dm per) b7 ands my Abaci _Yv.imi_ Wa7 Neec S�ehl ma duly Liceased Profboial the laws theStme or h66 R4 NA 19384 ➢va SAAR PANNING 2 SIGN (TIP.) RETAIL 18,200 SF 6 1.5' TYPE BITUMINOUS WEAR COURSE IA VWE45D35B BITUMINOUS TACK COAT Y TYPE BITUMINOUS BASE COURSE MV10/35035B 8" CLASS 5 AGGREGATE BASE KWIKTRIP PAVEMENT SECTION WETLAND OUTLOT B OUTLOT C N -fro DROP CURB 4. QTYREV6TOpS 3. CITY WEV61O1S 2 CITY AND CLIENT REVISIONS. I. QTY REVISIONS. 3/3307 Dmped DA5 D. SAO 8612 CURB & GUTTER PRELIMINARY SITE PLAN AZURE PROPERTIES P.O. BOX 17830 ST. PAUL, MINNESOTA 55117 8612 CONCRETE CURB & GUTRFR Y TYPE BITUMINOUS WEAR COURSE MIN/E4503513 BITUMINOUS TACK COAT Y TYPE BITUMINOUS BASE COURSE MVNW35035B 12 CLASS 5 AGGREGATE BASE DROP CURB AT CATCH BASIN INSTALL STAKED SOD Os � 6. SO K. 1TOM THAN BACK OF CURE. ,4 CATCH BASIN SECTION A —A RIM ELEV- 100.00 REC Rf JAN 2 4 2008 '0 99. 99.9 CITY OF LINO LAKES MAIN STREET VILLAGE LINO LAKES, MINNESOTA 5 OF 17 oc CSAH 14 MAIN h 8 ri a II e- II 2i 15 2. u a 93 II c end > I > COUNTY-ROAD-84i - -- -I OT fER LAKE-ROAD I of C PVC CLEANOUT - _ _ _ _ - --II-5130Z- -E l3rogg7b - - -`!L IF - RC 2ffi70 a'^�. £91230 m DRIVE THRU r' 0 i a `o 7Nie6' PVC J CASTING R- a ` e RE Steno 7 9b E 90940* ._6._43.14/3. a'-4s I BEND 5•2 J 20. I \ f'6'..§ soi 24'-8' PVC SOi40 J C8 109 RE 919.00 914.00 E 91350 AT SAME \ I 2-15 -4 oRA9il9F E 914.5 /I McDONALD'S FF 921.5 r GY _ 0 BOX CPE 2 P- 5O E99STr MCI E 906-0*p�� MIRY IN 5 1 CI • HYDRANT W/ r Gv • BO. X5-6 GF'CC GD. EL-91f 0 1 RETAIL FF 921.5 E 913.09 AT BU DNG .6 .6 Id Ea; II C E> CONIRACILR SHALL TELEVISE IE9957NC. SANITARY SEWER 10 WAFT came RYE L0CA110145 al CONNECT 10 £7051910 STUB 91 Rr Q.V. t 8oX E Cr PVC CLEANC,JT'. CASING 14-19 RE 820.80 E 912.80 Q-2'11112.98-15" i� 7I 1 �Y1�7(48' DIA) E 912.81 -19•. CAST. 91-1731 RE 91940 E 907.50 -NORTH E 907.30 -11EST E 90720 SOIJM LONER 16V . 7D PROVIDE 19-MN m . SEP ON INSULATION , PVC CLEJNOUT / RE 9 91 R -1876 RE E 910.00 0 70.0 n We 15-9' PVC SOR -35 0 0.402 CONNECT 10 £7020 r s99 DC E 897.04 VEREY N FIELD EcSTING BUILDING d HYDRANT W/ C CV & BOX 11-6' DP CL 52 GM. EL- 917.5 70•. /1 PI eNEERengineering e.aa.oaaw i vneamws unoaaverm 7.v4acars.m� 242 Emoredso Wee SAN 5513/3 (651)611 -1914 Pec691 -9491 Coon Rapids Office 5• 4' CPE DRAWEE E 913.5 / 'HYDRANT I3 CB 107 RE 978.00 E 913.99 ° ? B END 120 -19' RCP 0 0.50L 1155• -30' RCP as 0 0.80Z- CONNECT 10 93920 30' RCP Or. E 90E50 1 S T N 9000 E 915• 1_97_87._ 50 I I O.5 • 0.00.5 I ✓ < 200' -9' PV<C SOH-35 0 40.5 <_ mi -1(48' Duo OUTLOT A CAST. R -1733 0 15 50 RsD GRAPHIC SCALE IN FELT OUTLOT D 1P EL. 91610.' 2-15- fsE E E 913.8 E 913.8 22' -t5• RCP • OL SE'PARA RE 917.80 E 91304 W TEE C8 106 RE 91910 E 914.52 031114 104 RE 91720 • £913.26 w0 low tp 15• RCP FES E 915.70 0-3 0 0.005 - 1E1397_213-.3 E 90917 -N 9.07 VF OLITSICE DROP SECTION 101 RE 91950 E 90995 -30'E E 911.53- -24.N E 91050 -21'W 35- RCP FES E 915.70 551 6516 Amine N.W. C®Rapoe, LMT 55433 (763) 793-1110 P¢313.1813 II by aati% ther 04 plat we PeP-d69 see or under toy direct aapvvirion sod Not 1 N®e 4m a duly Lamed Pnlvsml Taps= 5•.M woks the Ann at the Smear hfootessea. Reg. Nn 19514 Deco 5138) (SEE SHEET 7 I 4. CITY REVISIONS. 3. CITY AND CLIENT REVISIONS 1. Q17 REVISIONS. C8104 111 RE 91920 E 91252 -15 N91 E 912.36 -19'5 103 -15 RCP 0 1.00% Ree 90 ss 1'9 7 4.US W 191 110 RE 916.30 E 91133- 18'S&N E 91.16 -21'E Lae 5/107 Deigned DAS Mora 5A0 EXISTING LEGEND PROPOSED Ye AN 0 0 O • . ► 0 PRELIMINARY UTILITY PLAN DESCRIPTION HYDRANT(S) GATE VALVE(S) REDUCER(S) EXISTING WATERMAIN PROPOSED WATERMAIN SANITARY MANHOLE(S) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER CATCH BASIN MANHOLE FLARED END BEEHIVE EXISTING STORM SEWER PROPOSED STORM SEWER CITY OF LINO LAKES GENERAL NOTES 1. PRIOR TO CONSiRUC00( THE CONTRACTOR SHALL RHE3.D VEAFY ALL E)051NG MUTT LOWERS AND NVERTS, SHOW! OR NOT WORN. ANY DISCREPANCY BETWEEN PLANS AND FED LOCATORS 94ALL BE REPORTED 10 114E PROJECT ENOPEER I ED1A1ELC 2. CONTRACTOR R 10 CONTACT 'GOPHER STATE ONE CAIN' FOR U79ITT LOCATORS (812 - 454- -0002) 45 HORS PROM 10 ECCAVATON/C0NI51RUCT9NL 3. ALL SANITARY SEWER. WATERMAN AND STORM SEWER CONSTRUCTION SHALL carom 10 THE CRY OF LNO LAKES SPECIRCA1IONS. 89.995946 REmetnie415 AND THE 'STANDARD SPECIR09110N5 FOR WATERMAN AND 93NYICE LSE INSTALLATIONS AND SANITARY AND STO81 SERVER NST66ATOM 2000 198710 11. AS PREPARED BY THE CRY ENGINEERS ASSOCIATION OF IWBESOTA. 4. r SANITARY SEYER PPE SHALL BE SDR 35. 91 6' SANITARY MINCE PPE SHALL HE SOIL 40, UNLESS OTHERWISE NO1ED. SEE CITY OF Lino LAIOM STANDARD PLATES FOR AD0010NAL SANITARY SERER INFORMATION.. 5. ALL WATERMAN 94ALL $ (01P_) 97C19E NON PPE. (SASS 52 UNLESS OTHERWISE NOTED. A MINIMA OF 8-0 COVER 5 REPORED ON ALL WATERMAN. UNLESS 01FERWSE NOTED. A MINIMUM Cr t0 VENIICAL SEPARATOR AND 17 HORI20NTAL SEPARATION I5 REQUIRED FOR ALL SS QTY OF LINO LAHOSS STANDARD RAMS FOR ADDITIONAL- WATERMAN NFORMA110N_ 9 ALL STORM SE99t SHALL S RE /FORCED CONCRETE PIPE. UNLESS OT)ER'915E NOTED. SEE CITY OF L140 LANES STANDARD PLATES FOR ADDITIONAL STORM SEWER NFORI4A11O44. 7. CONTRACTOR SHALL VERFY ALL BUILDING MINCE LOCATIONS MTi OWNER AZURE PROPERTIES P.O. BOX 17E30 ST. PAUL, MINNESOTA 55117 MAIN STREET VILLAGE LINO LAKES, MINNESOTA 6 OF 17 15' FES E 914.50 jl I 1SEE SHEET 6 94'775. Rgy C991 .30 2 -,5-4- GE CE 91 _ 3>-15 12_95 RE 91400 E 912_95-1 51414W DRAN11(.E E 913.19 E 912.79 -1IFS E 9135 HYDRANT Wi d Qv a'BOX / / 39'-6-"DP CL, '52 / / I 040. ELr 9� O - II T I I I I I I GENERAL NOTES i! \ - Pl O 1.008 15' FIM E"ILL7 l CB 113 RE 918.10 E 914.15 2 -15' -4 ME' ORAIN78E E 913E 22' -15 RCP • 0.408 OL SEPARA RE 917.80 E 913.04 12F-18- RCP • O )> »-���p •40 -24'f V 3_-0.606. 4."■_ GS # // 90x /IM 102 917.90 111E 912.38 -18.5 1t. wl - ` E 11218 -11FN E 91182 -24.5 CB RE 81 91610 E 914.52 1�pf G I7 O Q� U O T] GAS�nPUMPS (� TRENCH GRAN 1 KNAK TRIP FF 920.5 E 912.5 AT BULC•4G 6Gv e BOX 4" Dv k 805 CAR WASH eD E 912.5 Th AT BUILDING CP181 104 RE 917.20 E 91326 15' RCP Fri \ E 915.70 CL5 0 0.008 oA 103 -11' RW .008 200' -8. P� 91R -35 0 L4G8 •164 -1(48' DIA) CAST. 11-7733 _557100 -E 1E" 90 .617 17--5 E 90-N 9.07 VF CU790E DROP 5E:11m 15RCFES E 9+5.70 MH 101 RE 91830 E 908.85 -30'E EE 911.53 -24'N MOM 114 RE 916.20 E 912.03 -1511 E 911td'6L - COMM 111 RE 916.20 E 91252 -15Nw E 97236 -18'5 C9•4 105 RE 91610 E 913.68 CERN 112 RE 91840 E 913.23 d a Alr 1 i 4d DIA) CAST. R -1733 E 91880 E 908.70.6• EA T 908.30 -8-r E 90640 -d NORTH d OP CL.52\ WATER SERI5CE d-45� BEND 181 110 RE 91630 E 91133 -1853 N E 911.16 -27'E (l DP CL52' E > 'EAST /041�, E 906 MOH a Rat TEE E 909.80 AT BU9DNG 57-6' PVC 5CH.40 • 6.518 \ \ \ 6" Gv a Box 65-6' UP 0 END. EL- 910.4 C 2 -15-4-1 CPE DRAINTIE E 912.7 CB 115 RE 91670 E 912.38 0. 23' -0•.39 5(21.40 e 4395 2 RETAIL FF 920.0 d DP 0_32 WATER SWAM d GV a 80X if CL 52116 1FX d 7FY i(8 FT. MN. &1i» d -45. 9970 08 117 RE 916.30 E 915.60 WETLAND 1. PRIOR TO GONSIRUCfl011. TT$ CONTRACTOR SHALL FEND VERIFY Al E70S1NG UTIRTY LOCATIONS AND POEMS SiaYN 011 Nor Mont ANT DISCREPANCY ETIFEN PLANS AND FELD LOCATIONS SHALL E REPORTED TO DE PRO.ECT EN NEE8 IMMEDIATELY. OUTLOT C 2 CON1RACTOI 6 1O CONTACT 'GOPHER STALE ONE CALL- FOR GOUTY LOCATIONS (812- 454 - -0002) 48 HOURS MGR TO 69CAVATIOR/CQ6IRUCRON. 3. All SANITARY SERER, BATE MAN AND STORM SEVER CON STRUCIIMI SHALL CONFORM TO 1)09 CITY OF LINO LAKES SPECIRCA110N5, R DOM REGUREME N12 AID RE 'STANDARD SPECJRCA1t0H5 FOR 1 41ERO9AN AND SERVICE 11E NSTALLA50N5 AND SANITARY AID STORM SEWER NSTALLAIO( 2000 181101, AS PREPARED BY 109E 01Y DIGINBERS ASSOCIA110H OF INROESOTA. 4. d SANITARY SERER PIPE SHALL BE S . 35, a d SANITARY SERVICE PPE SHALL E 504. 40. UNLESS OiMENTZZ NOTED. SE OTT OF IMO LAKES STANDARD RARE FOR ADOIDNAL SANITARY SEVER INFORMATION. I - 11'(_1 O0 26' -15' RCP • 0.818 2' -15' RCP \ • 0.508 ■ NN 116 RE 919.15 E 915.21 E 915.00 15' FES 9/ 1RA9N GUARD PLACE 3 CY RP RAP. 912 N1TH FLIER FABRIC BLANKET 1E LAST 3 JON15 E 912.90 -15' RCP O 1.505 OCS 2 \ RE 915.50 \ E 91220 -15•SE \E 910.11 -15'NR \\ POND E 910.00 1s RE 1/ TRASH GUARD PLACE 3 CY RP RAP. 151 011H FLIER FABRIC BLANKET lE LAST 3 JOINTS 5. ALL wA1FAYAIN SHALL E (DLP) DUCRE RCN ARE ASS 52 UNLESS CriliatimsE NoTED. A IDN981M CF 8.0' COYER I5 RE019ED CM ALL BARMAN. UNLESS GRAMME NOTED. A 110118111 OF 1d VERTICAL SPARAVO1 AND 10' HORIZONTAL SEPARATION IS REDLINED FOR ALL MUTES. GEE CITY OF LINO LAIRS STANDARD PLATES FOt ADDITIONAL WATEfMAN NPOFMATIOL 6. ALL SIOM SERER 91ALL E FERVOR= CONCRETE PPE UNLESS 01HERNEE 901090. SEE 917Y OF LINO LAKES STANDARD PLATES FOR 6901110NAL STORY SEN6 MFORMATOL CoMMAC1OR SHALL VERFY ALL WILDING SRLNCE LOCATIONS W111 091469. • PIeNEERneenng ovLID�mE LNDIS Mmp WNRavHemS 19eoaCaEA� 2422 limarprise Mendota Drive MN 55120 (651)681 -1914 P 11 JH0N Coon Rapids Office 4. 911YRHV961 � . \ 3. CITYREYRIOIS - 1. CRT AND QgitT REVISIONS. 1. QTY REVISIONS. IN --6(48' OA.) CAST. R -1733 RE 917.20 E 09600 -.ma IMM o 15 30 Bo GRAPHIC SCALE IRi FEET 2 -,5-4• CPE 0RANi1E E 913.2 OUTLOT B 1�- CB 118 RE 91830 E 915.60 r m IG ANT dN 3R & BOX 2f C DP CL 52 MD. EL -919.4 8' TEE GV a BO( 910.00 EXISTING D LEGEND PROPOSED DESCRIPTION M 0 • O O • D ► ® o HYDRANT(S) GATE VALVE(S) REDUCER(S) EXISTING WATERMAIN PROPOSED WATERMAIN SANITARY MANHOLE(S) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER CATCH BASIN MANHOLE FLARED END BEEHIVE EXISTING STORM SEWER PROPOSED STORM SEWER STORM SEWER SCHEDULE CB or MH NO. STRUCT. SIZE NEENAH CASTING or EQUAL MH 101 60' DIA. R- 1642 -B MH 102 48' DIA. R- 1642 -B CBMH 103 48- DIA. R- 3250 -A CBMH 104 48" DIA. R- 3250 -A CBMH 105 48" DIA R-3250--A CB 106 27' DIA. R- 3250 -A CB 107 27' DIA. R- 3250 -A CBMH 108 48" DIA. R- 3250 -A CB 109 2i DIA. R- 3250 -A MH 110 48" DIA R- 1642 -B CBMH 111 48" DIA. R- 3250 -A CBMH 112 48- DIA. R- 3250 -A CB 113 27' DIA. R- 3250 -A CBMH 114 48" DIA R- 3250 -A CB 115 27' DIA. R- 3250 -A MH 116 48' DIA. R- 1642 -B CB 117 27' DIA R- 3250 -A CB 118 27" DIA. R- 3250 -A CBMH 119 48' DIA. R- 3250 -A CB 120 27- DIA. R- 3250 -A OCS 1 48" DIA. GRATE OCS 2 48' DIA. GRATE GALVA3l (RATE (951.17) 4x4. OPENINGS • JA -I 2 4 Z008 910.11 _OUTLET SKIMMER STRUCTURE-2 Ci T / OF LINO LAKES • 201 9Sh Avenue N.W. C Rapids, MN 55433 (763) 793 -190 Fac79 -1983 !beet/ away tla !his m wcPrye st ! b9 mtlr.q direct mPVviaim .d 6 I tieee ®a do1Y LLcm.rd 1Ma ®mI aim SuM ender the h.ea of the Sm. henneseea. R4. 1994 •a 513A07 Reim® 7 '9� 4.1/ 5/311 5.090,1. DAS Dew SAG PRELIMINARY UTILITY PLAN AZURE PROPERTIES P.O. BOX 17E30 ST. PAUL, MINNESOTA 55117 MAIN STREET VILLAGE LINO LAKES, MINNESOTA 7 OF 17 PIZNEERengineering 010*0202003035 17•5!4.0006 LAND310/1005 IAa.4EEA.0mmer6 00marou M5 55120 (650681.1910 11c661 -9402 Coon Rapids Office 8 u 4 dJe.o£ PLUS rx 6' TEE OUTLOT D COUNTY ROAD 84 OT`1'ER LAKE ROAD i- _-- ._.- - -..y. / T I z WETLAND E 909.12 15 FE5 W/ TRASH GUARD PLACE 3 CY RE RAP. 0-2 *4110 FILTER FABRIC BLANKET TE LAST 3 JOINTS 1r -1r RCP 0 45&5 I I 9065 •5 FeS W/ 1RAST1 GUARD RE9 1 \ - E .4' J E 8007.55 7.55 -155 E 801.70 -1rN ...' 909.20 / 15 FE5 W/ TRASH GUAR) PLACE 3 CY RIP RAP. CLT VAN FLIER FABRIC BLANKET TE LAST 3 JOINTS CBMH 119 RE 913.10 E 909.32 'C .0000 E 906.60 / ?5 -15 RCP e asps .7. se LEE L��NF cv & BOX OUTLOT A O Jj Ii Pwc OUTLOT B 201 65th Aveme NLW. Com Rid., MN 55423 (753) 781-100 F6711L1983 1e 0b y 5 0 4 ! 7 tbs Ibis O m pumped by mufvvl7 ditm 0001 mad Eal N� A. duly L ®ed 19eTC000il Tam mda ds Im of the Sae of Mumma Sec lla E 907.6 155 PO 5/ TRASH GLAND PLACE 3 CY RIP RAP. 0-2 NTH FLIER FABRIC BLANKET 2. CS1Y REVISIONS. L ADDED SHEET POR ADDITIONAL STORM SEWER Revisions 3 i 11tiAL EXISTING �I 32641 1f- r- 120 RE 91110 E 909.47 Rim. = 915.98 CALVAN® GRATE (SPOT) 4'X4' OFTEN/NOS LEGEND PROPOSED DESCRIPTION 0 • PRE INLNARY UTILITY PLAN HYDRANTS) GATE VALVE(S) REDUCER(S) EXISTING WATERMAIN PROPOSED WATERMAIN SANITARY MANHOLE(S) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER CATCH BASIN MANHOLE FLARED END BEEHIVE EXISTING STORM SEWER PROPOSED STORM SEWER GENERAL NOTES OUTLET SKIMMER STRUCTURE -1 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DOTING UTILITY LOCATIONS AND NVFR75. SHOIWN OR NOT SOW. ANY 0 SCREPANCY BE1WEHa1 PLANS AND REND LOCATORS SHALL BE REPORTED 1O THE 000.8 T ENGINEER 10,EDIATELY 2 CONTRAC1CR 5 TO CONTACT 'OOPilat STATE ONE CAL.' FOR UTILITY LOCATORS (612 -454. 0002) 48 HOURS PRIOR TO EXCAVA110N/COATRUCTIO1 3. ALL SANITARY SEVIER. WA1EO11AM AND STORM SEVER COIS1RUCT1011 SHALL CONFORM TO TIE CITY OF UNO LAICS SPECIFICATIONS BUILDING R 054199®!T5 AND TIE 'STANDARD SPECIRCATOIS FIR WATERMAIN AND SERVICE 11E INSTALLATIONS AND SANITARY AND 570(111 SEVER INSTALLATION' 2000 =nom. AS PREPARED BY THE CITE MOWERS ASSOCIATION CF MINNESOTA. 4. r smarmy SEWER PPE SHALL BE 5DR 35, & s• 5AKITARY SERVICE PPE SNAIL BE 500. 40. UNLESS OTHERWISE NOTED. SEE CRT OF IONO LAKES STANDARD PLATS FOR ADDITIONAL SANITARY SEVER INFORMA1IO. S ALL WATEMAON SHALL BE (DIP.) DUCTILE TRW PIPE. CLASS 52 UNLESS OTHERWISE NOTED. A 10911001 CF ESA' COVER (5 REQUIRED ON ALL WATERMANI. UNLESS OTHERWISE NOTED. A UMW OF 1r VERTICAL SEPARATION AND 10" HORIZONTAL SEPARATOR IS REQUIRED FOR ALL U SEE CITY OF LINO LAKES STANDARD PLATES FOR ADDITIONAL WATERMAIN 91ORYA110N. 6. ALL STORM SEWER SHALL BE REINFORCED CONCRETE PIPE UNLESS MORSE NOTED. SEE CRY OF IMO LAKES STANDARD PLATES RR AOTTONAL STORM SEWER INFORMATION. 7. CONTRACTOR SHALL VERIFY ALL 8080045 SERVICE LOCATORS NTH OWNER 1 AZURE PROPERTIES P.O. BOX 17630 SC. PAUL, MINNESOTA 35117 MAIN STREET VILLAGE LINO LAKES. MINNESOTA .way 01/20/14 SPECIFl- 57ANONt05 nee nr I.ee INS - AMC jaw vi 1F 111100 T.CI0rn* 0111 E31111VL - Ate C10137111334 WI Mr Ce10 - 011101 _ 01.1 -05 - b W 1A - as*, SS921 ANe NEAR D51 i DA LOAD 213CO3 Lm 2 : 1 00.101100 SIFENV 0475 rn • S NO 312013) 1.113 a • r 1576 m W 12. 1074 W • IT 0110111E VILE WEWWE WEN MOOR AWE. RCN WE (101101111 Wm ROB WARE (./ SEA 010E y�e) 1• Vim ... _ _ 4444. l7 smoom=ou.r. L-25 ma Mamma >m al. Nom - 'a oww-eantL- BWAeL -......,z1--. LIMB= I I' 01/10/04 - .H. WNW 6 SIM 1MC1B1r15.1 904 DBIOL r 4.m 10ea - MS MAIOTWAY 1337 ANC TIE - 11 I 011 -04. - .1 CFR M.- noN SMFIY VC 1F.114 51M61. 6 Df9GNJ.9M ALLOWABLE ABLE "E°0 LOAC e/o SMUT RAM do WEB 1L• on (1Nm011113E IT RIM 0101 C. • Kamm 031301013 RAE 504 C. 0 1S NCI ■ NOT mom Nf11mf1 4. es sum o<a � +': ASSON Nag maw MU 3,04931104 � . - _ PIZNEERengineering 010*0202003035 17•5!4.0006 LAND310/1005 IAa.4EEA.0mmer6 00marou M5 55120 (650681.1910 11c661 -9402 Coon Rapids Office 8 u 4 dJe.o£ PLUS rx 6' TEE OUTLOT D COUNTY ROAD 84 OT`1'ER LAKE ROAD i- _-- ._.- - -..y. / T I z WETLAND E 909.12 15 FE5 W/ TRASH GUARD PLACE 3 CY RE RAP. 0-2 *4110 FILTER FABRIC BLANKET TE LAST 3 JOINTS 1r -1r RCP 0 45&5 I I 9065 •5 FeS W/ 1RAST1 GUARD RE9 1 \ - E .4' J E 8007.55 7.55 -155 E 801.70 -1rN ...' 909.20 / 15 FE5 W/ TRASH GUAR) PLACE 3 CY RIP RAP. CLT VAN FLIER FABRIC BLANKET TE LAST 3 JOINTS CBMH 119 RE 913.10 E 909.32 'C .0000 E 906.60 / ?5 -15 RCP e asps .7. se LEE L��NF cv & BOX OUTLOT A O Jj Ii Pwc OUTLOT B 201 65th Aveme NLW. Com Rid., MN 55423 (753) 781-100 F6711L1983 1e 0b y 5 0 4 ! 7 tbs Ibis O m pumped by mufvvl7 ditm 0001 mad Eal N� A. duly L ®ed 19eTC000il Tam mda ds Im of the Sae of Mumma Sec lla E 907.6 155 PO 5/ TRASH GLAND PLACE 3 CY RIP RAP. 0-2 NTH FLIER FABRIC BLANKET 2. CS1Y REVISIONS. L ADDED SHEET POR ADDITIONAL STORM SEWER Revisions 3 i 11tiAL EXISTING �I 32641 1f- r- 120 RE 91110 E 909.47 Rim. = 915.98 CALVAN® GRATE (SPOT) 4'X4' OFTEN/NOS LEGEND PROPOSED DESCRIPTION 0 • PRE INLNARY UTILITY PLAN HYDRANTS) GATE VALVE(S) REDUCER(S) EXISTING WATERMAIN PROPOSED WATERMAIN SANITARY MANHOLE(S) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER CATCH BASIN MANHOLE FLARED END BEEHIVE EXISTING STORM SEWER PROPOSED STORM SEWER GENERAL NOTES OUTLET SKIMMER STRUCTURE -1 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DOTING UTILITY LOCATIONS AND NVFR75. SHOIWN OR NOT SOW. ANY 0 SCREPANCY BE1WEHa1 PLANS AND REND LOCATORS SHALL BE REPORTED 1O THE 000.8 T ENGINEER 10,EDIATELY 2 CONTRAC1CR 5 TO CONTACT 'OOPilat STATE ONE CAL.' FOR UTILITY LOCATORS (612 -454. 0002) 48 HOURS PRIOR TO EXCAVA110N/COATRUCTIO1 3. ALL SANITARY SEVIER. WA1EO11AM AND STORM SEVER COIS1RUCT1011 SHALL CONFORM TO TIE CITY OF UNO LAICS SPECIFICATIONS BUILDING R 054199®!T5 AND TIE 'STANDARD SPECIRCATOIS FIR WATERMAIN AND SERVICE 11E INSTALLATIONS AND SANITARY AND 570(111 SEVER INSTALLATION' 2000 =nom. AS PREPARED BY THE CITE MOWERS ASSOCIATION CF MINNESOTA. 4. r smarmy SEWER PPE SHALL BE 5DR 35, & s• 5AKITARY SERVICE PPE SNAIL BE 500. 40. UNLESS OTHERWISE NOTED. SEE CRT OF IONO LAKES STANDARD PLATS FOR ADDITIONAL SANITARY SEVER INFORMA1IO. S ALL WATEMAON SHALL BE (DIP.) DUCTILE TRW PIPE. CLASS 52 UNLESS OTHERWISE NOTED. A 10911001 CF ESA' COVER (5 REQUIRED ON ALL WATERMANI. UNLESS OTHERWISE NOTED. A UMW OF 1r VERTICAL SEPARATION AND 10" HORIZONTAL SEPARATOR IS REQUIRED FOR ALL U SEE CITY OF LINO LAKES STANDARD PLATES FOR ADDITIONAL WATERMAIN 91ORYA110N. 6. ALL STORM SEWER SHALL BE REINFORCED CONCRETE PIPE UNLESS MORSE NOTED. SEE CRY OF IMO LAKES STANDARD PLATES RR AOTTONAL STORM SEWER INFORMATION. 7. CONTRACTOR SHALL VERIFY ALL 8080045 SERVICE LOCATORS NTH OWNER 1 AZURE PROPERTIES P.O. BOX 17630 SC. PAUL, MINNESOTA 35117 MAIN STREET VILLAGE LINO LAKES. MINNESOTA • 8 • z - OTTER LAKE-ROAD- . ---- I--- - I- 1 - - -, -- � -1 - I to U 8_ BIOFILTRATION BASIN 2 AREA =2,760 S.F. (SEE NOTE) HWL =918.3 OUT=91 8.0 BTM =917.5 I 11 V DEPTH STIWNG BASIN WETLAND FILL AREA =3,209 S.F. BIOFILTRATION BASIN 1 AREA =3,262 S.F. (SEE NOTE) HWL=91 8.5 OUT =918.0 BTM=91 7.5 CORRECT SOILS UNDER PLYLON SIGN 161E1 SOG9z1- EfS �FlNISHED FLOOR =921.5 r.-s� ,r NSTALL INLET PROTECTION IN EXISTING CATCHBASIN. BIOFILTRATION BASIN 3 L AREA =3,754 S.F. AI (SEE NOTE) 9I HWL =917.9 1 OUT =917.5 BTM =917.0 EXISTING LOWEST FINISHED FLOOR =916.5 PER CITY APPROVED GRADING PLAN I I I 1 WETLAND BUFFER AREA = 24,220 S.F. I(SEE LANDSCAPE PLAN FOR SEED MIX I IDESIGN) 11 WETLAND MONUMENTATION BIOFILTRATION BASIN 4 AREA =2,586 S.F. (SEE NOTE) HWL=91 6.7 OUT =916.2 BTM-91 5.7 SCRAI CANA TOPS( (SEEC LAKE; .... -s-. - - INSTALL SILT FENC AROUND BAIN ( INCIDENTAL WETLAND FILL BY COUNTY ROAD PROJECT 10 11.0 7c 19A 1 DEPTH SSTITING BASIN \ \I BIOFILTRATION BASIN 7 AREA =665 S.F. � (SEE NOTE) ..HWL =917.4 OUT= 917.3 BIOFILTRATION BASIN NOTES: 1. AVOID IffAVY EOUIPIENT TRAFFIC 94 BASIN AREA- 2. VA$RE FEASIBLE EXCAVATE BASIN MTH BACIOIOE ALONG PERIMETER OF BASIN TO A 013.TH OF 60" FROM FINISH GRADE. GRADE MTH UNCOMPACIED CN SITE CLAYEY NEEDED AND OR SAND.BELt1W F6691 4. INSTALL SILT FENCE AROUND BIOFa7RATI0N BASIN. 5. INSTALLATION OF BEDDING MATERIAL. SAND. ROCK SHALL NOT BE STARTED GIRL AFTER ALL SITE IMPROVEMENTS ARE COMPLETED. 6. MULCH 81111 CLEAN GRAM STRAW MULCH (MNDOT TYPE 3 AT 2 TONS PER ACREJ. 7. SEE LAND SCY'[ PLAN FOR DETAILS AND PLANT INFORMATION. PIZNEER1>eng ammAurems IwmmMMBIS u,m...0 m yorteu cA.mn.= 2422 Baerpda Ab IWIL HMO.. MN55I70 (651)6014914 Fc661 -9488 Coon Rapids Office 201 85th A.ameRW. Clem R.phh, MN 55433 6763) 783 -3S0 F. 703 -1883 - I 1 I hereby ratify ma MN pin as pmperd by me m=deemy did. nwrrisian ad the I e • duly Liam. PMeseimmI Tarr erm the laws ofineNema( Mieem LEGEND CONTOURS CATCH BASIN STORM SEWER SILT FENCE RETAINING WALL BOUNDARY UNE EX. WETLAND T74 --r PROPOSED i92q� 3) 10 EX/511NC �2v 4. CRY REVISIONS 3. CT'REVLGOfS 2 CDT t OWNER REVISIONS L CRY REVISIONS. Name 4Y_7WK/ 1.7110/07 '6 vgl./ SoM 3 91!! E ➢ 4.1/218 R4 N. 19584 Dm 5/3R7 167C .7 16.1) TREE SCH Na SIZE (IN.) TREE TYPE NOTES STATUS � 1 28 COTTON SAVE 2 22 WILLOW SAVE 3 28 COTTON SAVE 4 28 WILLOW SAVE 5 16 WILLOW SAVE 6 16 WILLOW SAVE 7 18 WILLOW SAVE 8 8 BOXELDER SAVE 9 8 BOXELDER REMOVE 10 8 BOXELDER REMOVE 11 10 BOXELDER REMOVE 12 10 BOXELDER REMOVE 13 8 BOXELDER REMOVE 14 8 BOXELDER REMOVE 15 8 BOXELDER REMOVE 16 8 BOXELDER REMOVE 17 8 BOXELDER REMOVE 18 12 WILLOW REMOVE Dam 5/3417 Dnind DAS Draw. UAL ROCK CONSTRUCTION \ ENTRANCE CONCRETE 'ASHO\T ; \ AREA \ \ • • ▪ BIOFILTRATION BASIN 5) AREA =5,560 S.F. . (SEE NOTE) NO. SIZE (IN.) TREE TYPE NOTES STATUS � 19 16 WALLOW REMOVE 20 16 WILLOW SAVE 21 18 WILLOW SAVE 22 20 WALLOW SAVE 23 24 COTTON SAVE 24 22 COTTON SAVE 25 26 COTTON SAVE 26 12 WILLOW SAVE 27 24 COTTON SAVE 28 14 COTTON SAVE 29 20 COTTON SAVE 30 14 COTTON SAVE 31 24 COTTON SAVE 32 10 WILLOW SAVE 33 12 COTTON SAVE 34 22 COTTON SAVE PRELIMINARY GRADING & EROSION CONTROL PLAN \ \ \ •WOOD FIBER BLANKET \ \ 3, 1 SLOPE \ m \ 'I / 1 LCFIVED JAN 2 4 2008 BENCHMARK Gil/ OF LINO LAKS 0 L5 SO 60 GRAPHIC SCALE IN FEET DISK IN SE CORNER OF BRIDGE ABUTMENT. ELEV. =93208 AZURE PROPERTIES P.O. BOX 17830 ST. PAUL, MINNESOTA 35117 MAIN STREET VILLAGE LINO LAKES, MINNESOTA 9 I 17 • �o- 2425 EarmMendota I CORRECT SOILS UNDER PLYLON SIGN CURB CUT INSTALL SILT FENCE, AROUND BAt (TYP.) INCIDENTAL WETLAND FILL BY COUNTY ROAD PROJECT MATCH DRIVE ENTRANCE - CONSTRUCTED BY THE COUNTY CURB CUTS it 7c 17.8 r/ 17.D 917.2 17 it \ 17.7 N� -nN E.O.F. ns a .917.2 7C CURB N CUTS 1C i DEPTH STIWNG BASIN URB CUTS • v - BIOFILTRATIO BASIN 7 AREA =665 S.F. (SEE . HWL= 9107.4) OUT =917.3 d �Ttsd =91 - 193 17.8 /MS - - �BIOFILTRATION BASIN -- AREA =1,949 S.F. - -- -i(SEE NOTE) IHWL =916.7 OUT=916.2 - --iBTM =915.7 I � ROCK CONSTR •\ ENTRANCE CONCNETE WA f \ AREA \ \ BIOFILTRATION BASIN 51 AREA =5,560 S.F. (SEE NOTE) HWL=91 6.7 OUT=91 6.2 BTM =915.7 1' DEPTH STILLING BASIN WETLAND FILL ° ;AEA=,471 Ste/ i CORRECT SOILS UNDER PLYLON SIGN WETLAND MONUMENTATION (TYP.) \ \1 SOG FINISHED FLOOR =920.5 BIOFILTRATION BASIN 8 • AREA =1,639 S.F. • -(SEE NOTE) HWL =917.0 OUT= 916.7 BTM =916.2 \ I ` I SCRAPE OFF REED CANARY GRASS & 1 ° -2° TOPSOIL & DISCARD SALVAGE AND STOCKPILE REMAINING TOPSOIL FOR USE IN WETLAND MITIGATION AREA E. J cip PI eNEERengineering rnaffir�eaf r.°mn..NIMS Iwr1Y 99tv8Tm lwrmtGeLN�s MN 55120 (651)681 -1914 Fm591 -9489 ><e "-= �:.L9• ' \ \ ■243 1�9T3` \ 9, 4\� SOG WETLAND FILL X91 TL;-EA- -=-1-4C---1-5- S.F. ,�IVNCIDENTq( SAND 8O_UNDAR CORRECT SOILS UNDER PLYLON SIGN FINISHED FLOOR =920.0 / N WpW„ 5• ACM OR 11 1 1 =MU.h 07 fl wm il ini m W ROW : -MS Cm � fl MIL TFE 6 -MC= *NIL IE PUCED 2110 =CMS ru1wm Ft]¢ PST ill - OR a Mora= n COWER SILT FENCE 3/11/0. L srw10Nm 1n.re10 Got CNN 10990 1101% Root CONSTRUCTION 3/18/. aC =VOW uRA we NC. 605 WETLAND FILL - AREA =575 S.F. 97,\ EXISTING WETLAND DELINEATED BY OTHERS • RFCF..VFD JAN 2 4 2008 rrY OF __NO LAKES L \\ -WOOD FIBER BLANKET \\ r 3:'- 1 . SLOPE BEM `\ /.-- ' RIPRAP _/ 8 OVERFLOW 10 O/ 0 0 916.0 \\ \ \\ 10:\MAI ACCESS Tr( .97' - 20 =919 -� V 1 ( `\ 918 -717- �J -916- •I 1.- 915-- Coon Rapids Office 201 85111 Mein N.W. Com Repide, MN 55433 (763) 710.1880 F¢783 -1981 1 booby ally dm du plan am permed by rne or under ray dhen ammirim wad Ma l Name em a duly Iced holmium! &Mm order de lam of to Sao d Mama. Reg. NS 19584 Dm WTI `iii 5uh1 WETLAND A HWL 910.7 EOF 9 '12.5 BERM 916.0 \ 4. CRY REVIS IONS 3. CRY REVISIONS. 2. MY & OWNER. REVISIONS. L CRY REVISIONS- Aer®2® 2.90/07 33.11346 Dm 52577 Dvi•nd DA5 Drawn 7].57. PRELIMINARY GRADING & EROSION CONTROL PLAN \ �\ INSTALL SILT FENCE AROUND BASIN (TYP.) \9jq- BIOF1LTRA11ON BASIN 9 AREA =5,935 S.F. \ (SEE NOTE) HWL =915.4 OUT= 915.0 BTM=91 4.5 AZURE PROPERTIES P.O. BOX 17830 ST. PAUL, MINNESOTA 55117 = lililf= 111111: =� =� = -X lIIi l!!I I 111111= 111111E11119= = .� �;= 111111= 1!IIIi IIII! III= 11111= Illllf 11111 =1111' PUCE RIPRAP as RIPRAP OVERFLOW DETAIL BENCHMARK BRASS DISK IN SE. CORNER OF BRIDGE ABUTMENT. ELEV. =932.08 0 15 70 80 MAIN STREET VILLAGE LINO LAKES, MINNESOTA GRAPHIC SCALE IN FEET 10 OF 17 7 ;IN \_ 1\-T-7, (EXISTING LOWEST 'FINISHED FLOOR =916.5 PER CITY APPROVED GRADING PLAN STALL INLET PROTECTION EXISTING CAT5HBASIN. BIOFILTRATION BASIN 4 AREA= 2,,586 S.F. (SEE NOTE) HWL =916.7 OUT =916.2 BTM =915.7 I -. ` i� �I� � _ m A I o 1 r 1 li , /1 7 1 I WETLAND BUFFER ILANDSCAPE (SEE AREA = 24,220 S.F. T IPLAN FOR SEED MIX I DESIGN) ) I r- - III I1,® I U m ♦ WOOD FIBER - -„ -- INS SUF. CE AROUND BASIN` (TYP.) WETLAND MONUMENTATION (T P.) ( Dm NOT GRADE IN 14▪ 0 APPROACH AREA WITH PHASE 1 GRADING :I L 4o is Ri*• WO. WWI" "Vi i�.i!•a i . i -iiis • _Issv ►! �! ���i�P���y��' �l\ 1► ��'r1C`rVr�•►a'�:•'v�i � �•••■•■•••' `ia•����4••••••••••*.N1 0•��'• / GRADING /EROSION CONTROL NOTES: L 47. MERE SOIL CORRECTIONS AND/OR F1WNG OCCUR 971)117 114E 519911 ) n ARIGHT -OF -WAY. THE BAOffLLL MATERIAL SHALL BE COMPACTED 10 95S OF 111E STANDARD MOISTURE 094533 RELATIONSHIP OF SOILS (A5164 0- 698 -70) EXCEPT THE TOP THREE FEET (3') OR THE BACK-FILL 91106 SHALL BE COMPACTED TO Lu 10 1005 MISTY. AN INDEPENDENT TESTING FIRM SHALL TEST THE STREET SECTION IN FILL AREAS AND PROVIDE THE RESULTS OF THSE IX>t> TO THE CITY. ENGINEER AND THE CLIENT. BARRICADES 3:1 SLOPE BLANKET EO.F •.a1 913.7 ta4UU fO V ∎e ∎ ∎ ∎•■w - c40.22.242 Ow.m,AWWwwwwww,a.4=4.eowcremb--■!..- 015 BARRICADES \ TC 16.5 it \ 16.0 GRADE ROAD AY 79 16.0 915 2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR 10 COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR 111E DURATION CF CONSTRUCTION ACTIVITIES 3. THE CONTRACTOR SHALL LBOT 195 ACIIVTIES TO 114E GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION Arn ATIES SHALL COMPLY MATH 171E �LDCAL 0971NANCE 4. THE CONTRACTOR SHALL INSTAL. SHOW FENCE AS DIRECTED BY THE ENGINEER TO PROTECT TREE ROOTS iS THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN 1111E 16. ALL DISTURBED NON-STREET AREAS SHALL BE RESTORED WON A MINIMUM OF 44- TOP SOIL SEED AND MULCH, 0ROSON CONTROL BLANIO:T OR 5OO WITHIN THE FOLLOWING 114E FRAMES 9 NOT ACTIVELY WD91 - SLOPES [NEATER 111AN 3:1 - WITHIN 7 DAYS - SLOPE PROM 1111 TO 3:1 - WHIN 14 DAYS A. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH THE FOLLOWING MN/DOT SPEC/MATIONS. AS MODIFIED BELOW SCO 3979 SEED 3876 MULORTYPE FERTILIZER 1,075)3 ANCHORED) 3881 3882 GENERA. PLACEMENT 2575 B. 50D SHALL BE PLACED 8E1IN0 CURB WMEAOIATELY FOLLOWING THE BACKFWNG UNDER CUT- STREET AND U18JTY PROJECT. 5. Tff 95 MIXTURE SHALL CONSIST OF A MN/DOT TYPE 500 UNLESS NOTED ELSEWHERE ON THE PLAN. 7. FOLLOWING STREET CONSTRUCTION, ONE DEVELOPER SHALL CLEAN THE 379(1 :37 ON AN ONGOING BASIS AS REQUIRED BY THE CRY. S VERTICAL GRADMC TOLERANCE SHALL BE WNW 0.2 FEET OF THE CITY \APPROVED GRADING PLAN. 9. PROPOSED SPOT ELEVATIONS ARE TOP OF CURB UNLESS NOTED OTHERWISE 10. ALL CA1C1 BASINS SHALL BE PROTECTED WIN MOO OR EQUAL CATCH BASIN INSERTS 8SERTS RIALL ALSO BE INSTALLED IN THE EJOS 1NG CATCH BASINS ON THE ENTRANCE ROAD_ -7111 / M I AN ACCESS? ; / NURP POND 10 NWL =909.2 HWL =910.2 = \o . N fir DEPTH STILLING BASIN • 918 916 914 912 910 908 906 CURB CUT 6. ROCK CONSTRUCTION •••��••'•••m'+R•••••.••� �\\ ENTRANCE WOOD ABET BLANKET SECTION A -A \ \ \ 3:1 SLOPE \ 0 Zu0}}03.2Z uyyD,•,3�__o0_ZL� „T _ 1407751 0L@ 3 U A WETLAND FILL PIeNEER1e1g oz.nm® aumnAbraa. wmtmeY9rere ,� 2421 Ea.*. Deire Meadow Heighb. MN 55120 (651)667 -1914 Fc:661 -9488 Coon Rapids Office 100 mt 65. Avows N.W. C om NON, MN 55413 (763)710119911 F4.763-1893 150 2 hereby certify thet mk Aim .a PNssd 17 er node my d'•ea mpvrhion and tha we a dry licensed 1+.4mme Eat mow the lawn of We Sew or Mumma. 200 N. R . No 19514 Dam 5)3)07 250 4. CITY REVISIONS 3. CRY REVL9D?S. 2. CITY & OWNER REVISIONS. CITY REV61OCd 300 Ilewsions 19ea 1 *314 4.1=0 1 \ AREA = 13,968 S.F. 350 A v WETLAND HWL =909.4 \ SCRAPE OFF REED CANARY GRASS & 1 " -2" \\ TOPSOIL & DISCARD 'SALVAGE AND STOCKPILE REMAINING TOPSOIL FOR USE IN WETLAND MITIGATION AREA D. 513107 Designed DAs Dmw. LAS. A LON PRELIMINARY GRADING & EROSION CONTROL PLAN 908. \ \9O JEAN 4, 2008 L LINO LAKES AZURE PROPERTIES P.O. BOX 17930 5T, PAUL, MINNESOTA 55177 -"moor ■MIC GRAPHIC SCALE IN FEET BENCHMARK BRASS DISK IN SE. CORNER OF BRIDGE ABUTMENT. ELEV. =932. 08 MAIN STREET VILLAGE LINO LAKES. MINNESOTA 11 OF 17 WETLAND ` BUFFER N I MITIGATION p _� AND \ -Da STING GRADE 6:1 ItAX 41... -'DOSED GRADE 3:1 MAX UNDULATING BOTTOM VERTICAL SCALE 1 2 HORIZONTAL SCALE 0 125 _ 0 25 -, VERTICAL EXAGGERATION 1:5 PIeNEER1e1g oz.nm® aumnAbraa. wmtmeY9rere ,� 2421 Ea.*. Deire Meadow Heighb. MN 55120 (651)667 -1914 Fc:661 -9488 Coon Rapids Office 100 mt 65. Avows N.W. C om NON, MN 55413 (763)710119911 F4.763-1893 150 2 hereby certify thet mk Aim .a PNssd 17 er node my d'•ea mpvrhion and tha we a dry licensed 1+.4mme Eat mow the lawn of We Sew or Mumma. 200 N. R . No 19514 Dam 5)3)07 250 4. CITY REVISIONS 3. CRY REVL9D?S. 2. CITY & OWNER REVISIONS. CITY REV61OCd 300 Ilewsions 19ea 1 *314 4.1=0 1 \ AREA = 13,968 S.F. 350 A v WETLAND HWL =909.4 \ SCRAPE OFF REED CANARY GRASS & 1 " -2" \\ TOPSOIL & DISCARD 'SALVAGE AND STOCKPILE REMAINING TOPSOIL FOR USE IN WETLAND MITIGATION AREA D. 513107 Designed DAs Dmw. LAS. A LON PRELIMINARY GRADING & EROSION CONTROL PLAN 908. \ \9O JEAN 4, 2008 L LINO LAKES AZURE PROPERTIES P.O. BOX 17930 5T, PAUL, MINNESOTA 55177 -"moor ■MIC GRAPHIC SCALE IN FEET BENCHMARK BRASS DISK IN SE. CORNER OF BRIDGE ABUTMENT. ELEV. =932. 08 MAIN STREET VILLAGE LINO LAKES. MINNESOTA 11 OF 17 7. 140121111edi - ,---------N ( .._ ... / ..- ... I / CITY OF -LINO LAKES 'kT—AESC -MIX ...,_ . ... / MU97P DETAIL 10 LIME 1101111111110 1 • ' INT,L mr.Y. :I: - • DETAIL - PIeNEERengineering LAND3NRAIRS 24.22 Erammise Drive Moslem Magas, 10155120 (651)6111-1914 9ectal-948Z Coon Rapids Office DECIDUOUS TREE PLANTING DETAIL. TM OUT OEM NOLO NO) INAS 1)05/05 0009,005 TRAM 50 NOT CUT LEADEN po NOT PANT OUTS SET PLANT CN UNDIMMED NA:ME SOL OR 1005OU05.1 =RACIER =ILL SOL NSTALL PLANT SO NE ROOT FLARE 6 AT CP LP TO r ANNE TIN MPS. CRAM PLACE PLANT Iv PLANING MOLE MN BURLAP NV NNE IMAPET. MP). 02. 05 INTACT. ONNELL WINN APPRONNAIELT 1)01)005 NOOTBALL N M PLANT MIME TOP /S Cr TE BASKET 051)01)0 nONECArTN RNCS. NAO.. 6 ONEATSL REANNE ALL BURLAP NC NAAS FRCAI 1LP h 71.6 BAIL RENON *4. 00)0 ao. 0010 1)044 FE REMOVED AND/OR SINANNTENNI OUT. SCAN, ROTTEN MO ROES Cr IttLE MCP TO PLANTING. NOT 10 SCALE CONIFER TREE PLANTING DETAIL INA1 OLIT LEAD =CO AND PEAR 005/05 0500o TN00 pp wrr CUT A amot 62.61:15 CUTS. SET PLANT. Cm uNISSIURBED *ATM SOL 40 INCNOLIGNLT 00040101 04009,1 SOIL MTN, PLANT NS 1NE ROOT FLARE 6 AT OR LIP 10 I' ARO* 'NE 1009)0 40200 PLACE RANT 01u006 MCLE unN NJRLAP A.10 NNE BASKET. Or 1005 MALT. BAOCFILL N110N APPRINNATELY 12. Cr THE ITIP Cr ROOM.- INTER PLANE NOME TOP rf BANZT - Ca NIE TCP TWO NORIEONTAL FINCS NUNEVER 0 WEARER REMOVE ALL FAILN. NID NALS FRCN TCP )5 Ce 00 *201 RENON AIL NINE PLANT SCHEDULE KEY COMMON NAME/SCIENTIF1C NAME 1 OUAN11TY 1 ROOT IINSTRUCTIONS OVERSTORY TREES Atto_ toHACKBERRY/Celtis -. ... occidentolis 17 25 B&B SUNBURST HONEYLOCUST/Cledisto triaconthos vor. inerrnis 'Suns° led 13 2.5 B&B BICOLOR OAK/Ouercus bicolor 17 2_5 B&B 4011 , QUAKING ASPEN/Populus tremuloides 52 1' CONTb . INFILTRATION PLANTING 1111.16 IVREDMOND UNDEN/Tilio americana 'Redmond' 15 3.5 B&B ORNAMENTAL TREES PRAIRIF1RE CRAB/Molus Proirifire1 5 1.5 B&B . C) AMUR CHOKECHERRY/Prunus moackii 13 1.5 B&B EVERGREEN TREES BLACK HILLS SPRUCE/Piceo glouco denscto 5 6 B00 NOTE: ALL LANDSCAPED AREAS TO BE IRRIGATED a. CARON. ROOTS SHOULD B E REMOVED ANO/CO STR001T00 OUT. SCAR, BOTOSA = KLE MLR TO PLANT. MOT TO SCALE r° D JA :',1 2 4c 2008 OFFY" OP L:NO LAKES -.•••••-■111N 2.5 50 SC ALE IN FEET 31 115111AmemN.W. Comamids,60155433 (763)713-1830 9m7113-16113 I hereby oetity the this piss Ins mewed by me or under ley den, supervethon end tiset I am .defy Licensed Lae/sees Aschiast ender de Wes of the &me of 'Assoc. Rcg. No. Danielk Ssokese 40065 01/03/01 RATiziom 1. 09/26/177- Cs, oseentem 2. 013039,1- Cry caaNNNO 3. 01/25108- C5ty Datum= Dale 04/133 //csieed Thews DDS/PAM PAM PRELIMINARY LANDSCAPE PLAN AZIJRE PROPERTIES 9.0.B.. 17E30 ST. PAUL, MINNESOTA 55117 MAIN STREET VILLAGE LINO LAKES, MINNESOTA 206131-1.5.Mg 1 13 oF 17 • Front Elevation Rear Elevation MIN Non - Drive -Thru Side Elevation 25 October 2007 IESTAIIAIT IEWEI MEI1 US Reataurarat Design acid construction Drive -Thru Side Elevation Proposed McDonald's Restaurant Color Elevation Study Lino Lakes, Minnesota BUILDING SIGNAGE #1 12 9 TAN MfL FLASHING RED FASCIA WHITE FASCIA .__. 1tiL ?IDlliil!fi it H�ilf�'iilltil ?fi811L'lilfijii; iii 1.1M1111111W1 111111. /...11131.{.. fl.Inmtu1an11ul :a- inlinneulLWUrl.:alll u1asau4al:uiR1MIIIII S1111/111nN4ISMI IIIM11uli:111911.11Wmmlu: • HUMID FRONT ELEVATION STORE I RED TAN BRICK TAN BRCK BRICK ROY/LOCK SOLDIER C999 TAN YTL ,u miG RED FASCIA WHITE FASCIA #5 '111!iii11111 1111 111111111311i711i11111illtlllt0tii1n1111WWIIIIIIRil :f111 GAS ISLAND CANOPY RIGHT SIDE ELEVATION ❑LARSON ❑A R C H 1 T E C T JAN 28, 08 JAN 8.08 Revised: AI'R 9, 07 Date: MAR 6. 07 Checked: i'PI. Drawn: TPL Project 1: STORE CAR WASH RED TAR EN , TM/ EMU BRICK ROWLOCK SOLDIER CRSE INSULATED POITCARBONATE GLAZED 0J.L DOOR .1.rauNUV 0v <11u 3.6.5 TRASH ENCLOSURE KWIK TRIP STORES LINO LAKES, MN. Kwix Sr*, STORES KW/K Thiio STORES • • • q 1 $55-0 T mDC FsE TENANT SIGNAGE TENM T 1 OrrLON SIGN RRAt TRA96 eATBe OTRASN ENOLOSUlie r1'.CVAT1 5S SOF / REAR 717 YR. PREFIX lJAL COPE* FIX PRIECOLDRED 54. 040 TO 14ATOR BLOB. CPS1 cw EPEE t Ole!' PLAN IPOR Rerrgem e1 Mt, • r-o• DECORATIVE .4L -_ ����i�.�..■ usNrs - _rjeliIUEiU EIEif ii U Phial _ii 1I= �• PRECOLORED BLOCK 4. MGR OEAST ELEVATION 1 OSGlTM eLEVAnON A14 TOREPRORT M'O OwoRT14 euvanow AMOR BACK OP PI/Off P BG5O1D Qi \J T ELEVATION AY. M■ OP.LOR PLAN mE ARCHITECTURAL CONSORTIUM L.L.c. 901 NaM Third Street, Sul* 220 6t2.4-4550 1461ne010is, 114 55401 Fsc 612-692-9960 Mark Revision / Issue Dak CRT 98MTTAL CRY 959957*!. PEVISIOR REVISOR x•04 -Ot OD -16-01 10-55-01 LINO LAKES - AZURE PROPERTIES LINO LAKES, MN RETAIL BLDG- EXTERIOR ELEVATIONS / FLOOR PLAN PIRCLECT WHOM& 05 -2000•0i IE4i® DATE:. 10 -55.01 IDPILVOL ER, VIE-.a® 1l1, rA Al Architectural Consortium, L.L.C. 2007 L15ra5 FSERK �II����l1� II._uI__7f�1 '7��777��>•7 ����1i7 �.ii��� II 1-■l ;l.1 I 11112111111111111111:1111111111111-2 _ dill =m Ism = >• >• 1E III�imme'� ��_ TRASH ncLaspee PREGOLOREP 4'1416H e7LCK SOVfH ELNA110N rc • INGLDSLIRE f0'4 L m4r r 0VEST ELEVATION 1 "- (].2. -o" 122, -0e 120' -0" 120-o" am Y. a A4 LETTOM II I20LO" Nan MNIMIMMEM 664 OF FRONT iwPer worm ®EAST ELWATION a•wwIc —11 ioo' -o° = 1.11 =)•? \� - ,a, H1614 MACK �rAereG 106,.0- A etas -2 COLORS -t 1- J 0 0 o IMMO 1194.41T 1200 1200 SF 264 m'4 20'4 J L_ L J d-- 11111111111k11 ,e« ,IZ rimas.s.rervel s OTRASH 511.1.05 E ELEVATIONS NORTH EL¢VA7TON N7d 332---mss ARCHITECTURAL CONSORTIUM LL-c. 907 NMI 7Atrtl Street Subs 220 612-4364030 6ienemafc, LN! 55101 Fax 612692"960 Marls Revision I. Issue Date Orr a5•9TTAL OTT' aR4RAL Revstow LINO LAKES - AZU RE PROPERTIES LINO LAKES, MN 6,520 SF RETAIL BLDG EXTERIOR ELEVATIONS / FLOOR PLAN nmrAr NRl84 os -xvo -m ISSUED DATE 0-2247 DRAIN Ter, is 4,1 •MI■ KA. A2 Architectural Consortium, L.L.C. 2007 • • h:01/ ''22O7 • AGENDA ITEM 6.C. STAFF ORIGINATOR: Paul Bengtson CC MEETING DATE: February 11, 2008 TOPIC: Vaughan's 1st Addition Ordinance Number 02 -08 Rezoning to R -1X (Single Family Executive) Resolution Number 08 -22 Preliminary Plat BACKGROUND Ed Vauban has requested approval of a 1 lot residential subdivision to be known as Vaughan's 1st Addition. The subject site was previously approved for the Pheasant Hills Preserve No. 12 project which was not constructed and that approval has subsequently expired. ANALYSIS Lot 1 will encompass nearly 1 acre of upland and 4.62 acres of lot area. The remainder of the 30.7 acre site will be platted at Outlot A, and will require that the 26.08 acres be platted prior to any future use. 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. Location Existing Land Use Guided Land Use Existing Zoning Site Vacant Low Density Sewered Residential Planned Unit Development North Vacant Public / Semi -Public Public / Semi - Public South Single Family Low Density Sewered Residential R -1X (Single Family Executive) East Outlot A Low Density Sewered Residential R -1X (Single Family Executive) West Single Family Low Density Sewered Residential R -1X (Single Family Executive) Growth Management, MUSA Reserve: The subject site is currently located within the MUSA boundary area. Growth Management, Units/Year: The table attached to this report shows the status of the staging plans for final platting of new residential units. The new unit of Vaughn's 1st Addition will easily fit within this year's allotment. Preliminary Plat The Preliminary Plat depicts one buildable lot, labeled as Lot 1, and one outlot which is labeled as Outlot A. It is not unusual for plats to include outlots for future development; however a review of the future use of that outlot is certainly appropriate. Lot 1: Lot 1 is the residential lot proposed for the end of Ruffed Grouse Road, and it meets all minimum lot requirements of the zoning ordinance Since the Planning and Zoning Board meeting, it has been increased in size and encompasses the entirety of Vaughan's lst Addition Page 2 of 9 upland at the end of Ruffed Grouse Road. For this reason, condition number 1 of the Planning and Zoning Board recommendation (1. Lot 1 must be enlarged to encompass the entire upland area at the north end of Ruffed Grouse Road) has been eliminated. Outlot A: The upland for this outlot is concentrated in two areas, at the end of Ruffed Grouse Road, on the `Island', and along the Birch Street frontage. Birch Street Upland: The upland at Birch Street would probably be best used in conjunction with the development of the adjacent properties; however, the Preliminary Plat does indicate a small buildable area that could be developed with a small single family home. However, this would need to be reviewed in detail with a Preliminary Plat application specifically for the development of Outlot A. The `Island': The Developer is hoping to retain access to the `Island' for potential future development. This application does not in anyway address development of the `Island' itself, but the developer has indicated a private access easement through Lot 1. This has meant moving the building footprint slightly to allow for 30 feet of setback from the private easement, and also realigning the driveway so that in the future it can share access to Ruffed Grouse Road with any future private drive. Shoreland Ordinance: The subject site is adjacent to Wards Lake, which is considered a Natural Environment Lake and therefore is subject to the more restrictive Shoreland Ordinance Requirements for Lot Dimensions, Impervious Surface Coverage, and Setbacks. The lot depicted on the submitted plats meets these more restrictive minimum standards, with the exception of the OHWL setback. However, the setbacks for the adjacent houses are 70.6 feet and 90.5 feet, the Shoreland Ordinance allows a reduction of setbacks to the average of the adjacent dwellings as long as the Shore Impact Zone (75 feet) is not being encroached upon. The average of the two setbacks would be 80.55 feet. The building pad depicted for Lot 1 is setback 80.8 feet and therefore no Variance to the Shoreland Ordinance is needed. Floodplain Ordinance: A portion of the subject site is located within the floodplain as defined by the Rice Creek Watershed at an elevation of 887.6. The revised plans have removed the building pad from the flood plain area, and the grading work within the flood plain is below the amount which requires a Conditional Use Permit. Setbacks: The submitted plans depict all of the standard required setbacks. The plan also acknowledges a setback of 30 feet from the area the developer intends to encumber with a private access easement, and an OHWL setback in excess of the two adjacent dwelling's average setback as allowed by the Shoreland Ordinance Impervious Surface Coverage: The lot will be required to comply with the 30% Impervious Surface Coverage requirement of the Shoreland Ordinance as they develop, the current building pad and drive would put the site at approximately 9% impervious. If a private drive is constructed for access to the island area of Outlot A, the developer will be required to submit plans indicating that the impervious surface coverage will not exceed requirements. Streets & Utilities: Ruffed Grouse is already in place and Lot 1 will have a drive way cut added to allow access to the site. Sanitary sewer and water are located within the right of way. —61— • Vaughan's 1st Addition Page 3 of 9 and 10 feet on the front. Additionally, the flood plain elevation level will need to be covered with an easement. Grading: The grading plan has been reviewed by the City Engineer and his comments will need to be addressed to his satisfaction prior to the site being developed. Park Dedication: There is no land dedication needed, as Quail Ridge Park is nearby, so the typical park dedication fee will be collected with the Development Agreement. Environmental Board: The Environmental Board reviewed the project on November 28, 2007. Their comments are attached. The most important of those being that they suggest increasing the lot to include a portion of Outlot A so the structure can be removed from the floodplain and the shore impact zone disturbance can be minimised Planning and Zoning Board: The board held a Public Hearing on January 9, 2007, and voted 3 -2 to recommend approval of the item. The statutory deadline for action necessitated them making a recommendation on the item with a condition requiring the changes that have been done by the developer since that meeting. The board expressed concern over offering a recommendation prior to the revisions and this was the cause for the outcome of the vote. RECOMMENDATION Staff is recommending approval of the First Reading of Ordinance 02 -08, approving the Rezoning, and approval of Resolution 08 -22, approving the Preliminary Plat for Vaughan's 1st Addition, subject to the following conditions: 1. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 2. A development agreement between the city and the developer must be executed prior to the issuance of any building permits for the site. 3. The final plat must clearly depict all required drainage and utility easements. 4. The Rice Creek Watershed District must review the project prior to building permits being issued by the city for any new construction. 5. A boulevard tree shall be provided for each lot frontage. 6. Park dedication must be paid in accordance with the city's fee schedule. 7. Any development of the land contained in Outlot A will first require replatting that land as a developable lot. 8. As depicted on the utility plan, only one drive access will be allowed from Lot 1 Block 1 onto Ruffed Grouse Road. 9. Any additional impervious surface coverage proposed for the site will need to be reviewed and approved by city staff. This may necessitate the submittal of an updated survey. Attachments: Lot Inventory Ordinance No. 02 -08 Resolution No. 08 -22 City Engineer Comments dated January 25, 2008 Environmental Board Comments from November 28. 2007 Vaughan's 1° Addition Plan Packet received January 17, 2008 —62— LOTS /UNITS as of 12/13/07 Vaughan's lst Addition Page 4 of 9 • Development Name Prelim Plat Phasing plans by year (lots /units to be final platted) 2003 - 2009 total max. 1029 year end 2002 2003 2004 2005 2006 2007 2008 2009 approved prelim. plats Stoneybrook 103 51 0 2nd Addn 0 52 52 Century Farms North 249 56 65 52 43 33 249 Keefe: prel plat, not final plat 1 1 1 Morton (minor subdiv) 0 1 0 1 Ravens Hollow 56 0 56 56 Haley Manor (10 new lots) 10 10 0 10 Crystal Cove 3 3 0 3 Millers Crossroads 152 22 47 51 32 152 Lakeview Estates (2 new) 2 2 2 Snell (minor subdivision) 0 1 1 Pheasant Hills Pres. 13th 1 1 1 Justin's Preserve 1 1 1 Marshan Estates 4 4 4 Rice Creek Church duplex 2 2 2 Rice Church: Oakwood View 10 10 10 Junes Addn 2 2 40 23 Highland Meadows East 2nd 18 18 Marshan Townhomes 2nd 23 Pheasant Hills 12th island 8 8 8 West Shadow Ponds 2nd Add 1 1 1 Vaughan Addition 5 5 5 Angie's Acres (1 new) 1 1 1 Marshan Lakeview (2 new) 2 2 2 Marshan Meadows 20 20 20 Pine Glen 72 40 32 72 Cavegn (1 new lot) 1 1 1 Golden Acre (3 new lots) 3 3 3 Fran's Estate (1 new lot) 1 1 1 Cox Estate (1 new lot) 1 1 1 Grandview 7 7 7 Moon Marsh 3 new 3 3 Marshan Meadows 2nd Addn 1 new 1 1 Vaughn's 1st Addn 1 1 1 0 total 51 148 176 171 141 77 2 715 remaining of annual 147 -1 -29 -24 6 70 145 147 remaining of 1029 units for pre -2010 314 • • • • Council Member Vaughan's 1st Addition Page 5 of 9 moved for adoption of the following ordinance: CITY OF LINO LAKES ORDINANCE NO. 2-08 APPROVING REZONING OF CERTAIN REAL PROPERTY FROM PUD (PLANNED UNIT DEVELOPMENT) TO R -1X (SINGLE FAMILY EXECUTIVE) (VAUGHANS FIRST ADDITION) 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 rezoning the property described below, based on the factors listed in Section 2 of the Lino Lakes zoning ordinance- 1. The R -1X (Single Family Executive) zoning designation will allow single family development in accordance with the Comprehensive Plan designation for the site of Low Density Sewered Residential. 2. The surrounding area is similarly zoned and designated for Low Density Sewered Residential. 3. The proposed single family development has been reviewed and found to be conforming to all applicable city standards. 4. The proposed development will be accommodated with existing public services and will not overburden the City's service capacity. Municipal water and sanitary sewer are available to the site and sufficient capacity exists. 5. Traffic generated by the single family dwelling will easily be able to be handled by Ruffed Grouse Road. Vaughan's 1st Addition Page 6 of 9 Section 2 The Zoning Ordinance of the City of Lino Lakes, Anoka County, Minnesota, passed by the City Council on March 10, 2003 is hereby amended by rezoning from PUD (Planned Unit Development) to R -1X (Single Family Executive) the following property: Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota, EXCEPT that part of Outlot D, Pheasant Hills Preserve, being in the West One - half of the Northwest One - Quarter, Section 27, Township31, Range 22, Anoka County, Minnesota, described as follows: Commencing at the Southeast corner of the West One -half of said Northwest One - quarter, Section 27; thence North 01 degrees 00 minutes 55 seconds West along the East line of said West One -half, Northwest One - quarter, Section 27, a distance of 57.73 feet to the Southeast corner of said Outlot D for a point of beginning of the tract to be described; thence North 01 degree 00 minutes 55 seconds West, along the East line of said Outlot D, a distance of 910.02 feet; thence South 89 degrees 22 minutes 49 seconds West, a distance of 580.47 feet; thence South 01 degree 00 minutes 55 seconds East, parallel with the East line of said Outlot D, a distance of 548.90 feet; thence North 89 degrees 22 minutes 49 seconds East, parallel with the South line of said Northwest One - quarter, Section 27, a distance of 416.00 feet; thence South 01 degree 00 minutes 55 seconds East, parallel with the East line of said Outlot D a distance of 370.14 feet to the Northerly right -of -way line of C.S.A.H. No. 10 (Anoka County Right -of -Way Plat No. 11); thence North 85 degrees 24 minutes 36 seconds East along said right -of -way line a distance of 28.66 feet; thence continuing along said right -of- way line along a curve concave to the North (which has a radius of 2879.72 feet, a delta angle of 02 degrees 00 minutes 31 seconds, and an arc length of 136.02) a chord bearing and distance of North 86 degrees 24 minutes 53 seconds East, 136.01 feet to the point of beginning. And EXCEPT the North 1100 feet of Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota. And EXCEPT the South 400 feet of the North 1500 feet of the East 600 feet of Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota. Section 3 As above amended, said Zoning Ordinance shall stand as initially passed and previously amended. Section 4 This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter. • • • • Adopted by the Lino Lakes City Council this 25h day of February 2008. John J. Bergeson, Mayor AT1EST: Julianne Bartell, City Clerk Vaughan's 1st Addition Page 7 of 9 Adopted by the Lino Lakes City Council this 25th day of February, 2008. The motion for the adoption of the foregoing ordinance was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said ordinance was declared duly passed and adopted. Council Member Vaughan's 1 t Addition Page 8 of 9 introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 08-22 RESOLUTION APPROVING THE PRELIMINARY PLAT FOR VAUGHAN'S FIRST ADDITION. 'WHEREAS, the City has received applications for developing an area known as VAUGHANS FIRST ADDi'1`HON; and WHEREAS, the development requires approval of a preliminary plat; and WHEREAS, a public hearing was held before the Planning & Zoning Board on January 9, 2007; and WHEREAS, the proposed plat meets the requirements of the City's Growth Management, Zoning and Subdivision Ordinances; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves the preliminary plat for VAUGHANS FIRST ADDITION with the following conditions: 1. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 2. A development agreement between the city and the developer must be executed prior to the issuance of any building permits for the site. 3. The final plat must clearly depict all required drainage and utility easements. 4. The Rice Creek Watershed District must review the project prior to building permits being issued by the city for any new construction. 5. A boulevard tree shall be provided for each lot frontage. 6. Park dedication must be paid in accordance with the city's fee schedule. 7. Any development of the land contained in Outlot A will first require replatting that land as a developable lot. 8. As depicted on the utility plan, only one drive access will be allowed from Lot 1 Block 1 onto Ruffed Grouse Road.. 9. Any additional impervious surface coverage proposed for the site will need to be reviewed and approved by city staff. This may necessitate the submittal of an updated survey. • • • IIIPassed by the Lino Lakes City Council this 11th day of February 2008. John J. Bergeson, Mayor AT BST: Julie Bartell, City Clerk Vaughan's 1St Addition Page 9 of 9 Adopted by the Lino Lakes City Council this 11th day of February 2008. The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • Memorandum DATE: January 25, 2008 TO: Paul Bengston FROM: James E. Studenski, City Engineer RE: Vaughan's First Addition Attached please find a TKDA Review dated January 25, 2008, of the submitted documents for the Vaughan's First Addition Project. The remaining items must be addressed prior to final approval. Contact me with any questions, thank you. 600 Town Center Parkway, Lino Lakes, Minnesota 55014-1182 Phone: 651 - 982- 2.48@J Fax: 651 - 982 -2499 • TKDA • ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM 444 Cedar Street. Suite 1500 Saint Paut, MN 55101 -2140 (651) 292-4400 (651) 292-0093 Fax www.tkda.com To: James E. Studenski, P.E. Reference: Vanghan's 1st Addition Copies To: Preliminary Plat Review City of Lino Lakes, Minnesota Proj. No.: 14044.000 From: Matt Woodruff, P.E. Routing: Date: January 25, 2008 The following review is based on these submittals: 1. Vaughan's 1st Addition Grading, Drainage, and Erosion Control Plan, submitted by Metro Land Surveying & Engineering, dated January 15, 2008. 2. V aughan' s 1st Addition Stormwater Report, submitted by Metro Land Surveying & Engineering, dated January 15, 2008. General Comments: 1. All General Comments have been addressed.. 2. Refer to the attached drainage review comments, dated January 25, 2008. An Employee Owned Company Promref Affirmative Action and Equal Opportunity TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.com To: Matthew Woodruff, P.E. Reference: Vanghan's 1st Addition Copies To: James E. Studensld, P.E. Preliminary Drainage Review City of Lino Lakes, Minnesota From: Connie J. Taillon, P.E. Proj. No.: 13810.000 Date: January 25, 2008 Routing: The following drainage review is based on these submittals: 1. Vaughan's 1st Addition Grading, Drainage, and Erosion Control Plan, submitted by Metro Land Surveying & Engineering, dated January 15, 2008. 2. Vanghan's 1st Addition Stormwater Report, submitted by Metro Land Surveying & Engineering rlatPd January 15, 2008. New comments are in bold and identify additional items that need to be addressed. The following are significant issues that must be addressed prior to preliminary plat approval: 1. Submit stormwater calculations for review. Verify that the existing storm sewer system has the capacity to convey additional runoff from the proposed site. In addition, verify if downstream detention ponds receiving additional runoff from the site are sized appropriately. 12/26/07 The proposed conditions drainage map and drainage calculations are not consistent with the current Grading Plan. Submit a revised proposed conditions drainage map and drainage calculations that identify the most current proposed drainage areas and infiltration basin volume. 01/25/08 This item has been addressed. 2. Section 1102.07 of the City Shoreland Management Ordinance states that, "at least 70% of the shore impact zone of a new development shall be preserved in its natural or existing state." Provide calculations showing that at least 70% of the shore impact zone on Lot 1 is not being disturbed by grading activities. 12/11/07 Since the 75 foot shore impact zone line is offset from the wetland delineation line and not from the OHW on the Grading Plan (see comment 6 below), clarify how the shore impact zone area of 17,065 square feet was calculated. 12/26/07 Clarify if the calculated shore impact zone area of 32, 226 square feet includes Outlot A. 01/25/08 This item has been addressed. An Employee Owned Company Promlrri Affrrmafive Action and Equal Opportunity Vaughan's 1st Addition Page 2 January 25, 2008 Drainage Calculation Review • City of Lino Lakes, Minnesota 3. A three foot (3') minimum separation is required from the bottom of the infiltration basin to the seasonally high groundwater. Based on the submitted soil borings, the seasonal high groundwater was observed at approximately two feet (2') below existing grade. 01/25 /08 This item has been addressed. 4. The City may require the Applicant to submit an alternative design for this site. The final development plan alternative will need to demonstrate that floodplain fill, disturbance within the 75 foot shoreland impact zone, and encroachment of the building structure in the 150 structure setback is minimized The following are minor plan, calculations, and drafting corrections that must be addressed prior to final approval: 1. If an NPDES permit is required for this site, submit a copy of the permit for the City's records when available. 2. Contact Rice Creek Watershed District to determine if a permit is required for this project. If required, submit a copy of the RCWD permit for the City's records when available. 3. Any disturbance within the wetland buffer area shall be restored with native vegetation. 12/26/07 Specify the type of native vegetation used to restore the disturbed wetland buffer areas on the plan. 01/25/08 This item has been addressed. 4. The concrete washout area labeled on the Grading Plan will need to be moved out of the 75 foot shore impact zone and located in an area that will minimize the potential for concrete and rinse water to impact the wetland and adjacent buffer areas. Provide a detail of a concrete washout area on the plan. The detail should show how the rinse water and concrete will be contained in the washout area. A note should also be included on the plan that requires proper off -site disposal of the waste concrete and rinse water. 01/25/08 This item has been addressed. Additional Items (01/25/08) 5. The floodplain fill has been reduced from 200 cubic yards (Grading Plan dated 12/14/07) to 122 cubic yards (Grading Plan dated 1/15/08). To minimize impact due to grading in the shore impact zone, the compensatory storage shown on the Grading Plan should be reduced from 204 cubic yards to approximately 122 cubic yards. 6. Indicate the top of berm elevation of the infiltration area on the grading plan. 7. The Grading Note 6 shall include a sentence stating that the infiltration area will not receive topsoil. 8. Indicate the amount of fill required for this site on the plan. —72— Memo Environmental To: Paul Bengtson From: Marty Asleson Date: 11/29/07 Re: Environmental Board Recommendations of November 28, 2007 Environmental Board Recommendations for Vaughn First Addition The following recommendations were made by the Environmental Board at the November 28th Environmental Board meeting: 1. Location and elevations of the treatment pond must built to the verified OHW and seasonally high ground water indicators with adequate (3 feet) separation between the bottom of the pond and the seasonally high ground water. 2. This site should be designed in a treatment train approach. 3. The bottom of the treatment pond proposed must be at least three feet above stained soil layers. 4. Follow the Shoreland Overlay District requirements. 5. A tree preservation plan has not been submitted and must be submitted before any allowed soil disturbance. 6. The following pollution prevention measures should be taken: • A concrete truck wash -out area must be indicated on the plan, and marked in the field with a sign. • Page 1 —73— • • A method of keeping lot sediments on the site must be indicated in the plan, through either daily street sweeping or 5 /8 "- clear, rock entrances. (Detail on Sheet 5). • Silt fence must be properly installed and maintained when the fence becomes 1/3 full. 7. Infiltration basin and restoration of natural vegetation areas that are disturbed out of confirmed need for construction must be seeded with the city native seed mix. 8. No importing or exporting of soils may be allowed without city approval. All soils brought into the site must not be substantially different from soils that were used to calculate storm water volumes. 9. The footprint of the house should meet the standards of the shoreland overlay district. Suggest moving the house pad to include part of Lot A. 10. Forward to Planning and Zoning with the feeling that this application is incomplete without a tree preservation plan. Motion: To approve recommendations and forward on to Planning and Zoning by DeHaven, second by Andrzejewski. All were in favor. Motion passed. 5� g z g 3 S89'59'42 "E 914111 - r - ' LQT O5 hot . i - 201,040 sq. ft -'t CO Of �- , pMaA - \71- 4.62 acres ol w r''� . 1 - Up Of RWmM As aelMeW O frt 1- - 8y II n k Amaalatee - O �7 - - I On etobor 243007 - t 16.5 -R NWmd Buffo".1 1 - 915.53 . • ▪ -The Southwest coma of the NE 1/4 of the NE 1/4, Sec 28, Twp. 31, Rge. 22 VA UGHAN'S 1ST ADDITION H _ 1314.91 Ordinary Mgh -1tNf Devotion: 8817. 400,00 8C5 FkroSplale t7exvetac 8076 tJ • ""'r`- - -- N -o �; OUTLOTA ,1 N O 1,1•35,938 sq. ft Got 26.00 acres - \" \ 30-16 Accws Easrnyt - _ ♦ 75-16 Shah kreset Zam 2:01' F- A���`• - - 400.00 - - N89°57`53" ,I/ :Jt L \ 150 -It Sstbock from g4NL 6e LEGAL DESCRIPTION (CHICAGO TITLE INSURANCE COMPANY CASE #242520) Outlot D, Pheasont Hills Preserve, Anoka County, Minnesota, EXCEPT that part of Outlot D, Pheasant Hills Preserve, being in the West One -half of the Northwest One - Quarter, Section 27, Township3l, Range 22, Anoka County, Minnesota, described as follows: Commencing at the Southeast corner of the West One -half of said Northwest One - quarter, Section 27; thence North 01 degrees 00 minutes 55 seconds West along the Eost line of said West One -half, Northwest One- quarter, Section 27, a distance of 57.73 feet to the Southeast corner of said Outlot D for a point of beginning of the troct to be described; thence North 01 degree 00 minutes 55 seconds West, along the East line of -said Outlot D, a distance of 910.02 feet; thence South 89 degrees 22 minutes 49 seconds West, a distance of 580.47 feet; thence South 01 degree 00 minutes 55 seconds East, parallel with the East line of said Outlot D, a distance of 548.90 feet; thence North 89 degrees 22 minutes 49 seconds East, porallel with the South line of said Northwest One- quarter, Section 27, a distance of 416.00 feet; thence South 01 degree 00 minutes 55 seconds East, parallel with the East line of said Outlot D a distance of 370.14 feet to the Northerly right -of -way line of C.S.A.H. No. 10 (Anoka County Right -of -Way Plat No. 11); thence North 85 degrees 24 minutes 36 seconds East along said right -of -way line a distance of 28.66 feet thence continuing along said right -of -way line along a curve concave to the North (which has a radius of 2879.72 feet, a delta angle of 02 degrees 00 minutes 31 seconds, and an arc length of 136.02) a chord bearing and distance of North 86 degrees 24 minutes 53 seconds Eost, 136.01 feet to the point of beginning. And EXCEPT the North 1100 feet of Outlot 0, Pheasant Hills Preserve, Anoka County, Minnesota. And EXCEPT the South 400 feet of the North 1500 feet of the East 600 feet of Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota. LINO LAKES FEMA ZONES -per FEMA PANEL NO. 270015 0010 B, effective date: May 17, 1982 ZONE A -Areas of 100 -yeor flood; base flood elevations and flood hazard factors not determined. ZONE C -Areas of minimal flooding TOTAL ACREAGE 1,335,920 Sq. Ft. = 30.66 Acres OWNER/DEVELOPER Edward E. Vaughan & Dolores E. Vaughan 1432 Pheasant Hills Drive Lino Lakes, MN 55038 SURVEYOR Metro Land Surveying & Engineering 248 Apollo Drive Suite 100 Lino Lakes, MN 55014 LEGEND • = DENOTES IRON MONUMENT FOUND O = DENOTES IRON MONUMENT SET 8.92 = DENOTES 2 FOOT CONTOUR INTERVAL DENOTES DITCH LINE DENOTES OVER HEAD LINE 9-. DENOTES POWER POLE .r '' DENOTES TREE LINE = DENOTES SHORE IMPACT ZONE The Southeast coma of the NE 1/4---". �bf• the NE 1/4, Sec 28, Top. 31, Rge: -22 r N89 °34x47 "E 719.26 ZONE A - EEps,OF NYfh, Y - - - OUTLOTA . 1,135.938 sq. ft. - 26.08 acres- - • • - ONE 13, - - The Southwest coma of the NW 1/4 -- of Sec. 27, Twp. 31, Rge. 22 e.-Ordinary Mph Nbt; ametlarc 883,7 • • v. •.ZJNE C • -Edge of Nyyaq t- • 1 •75__16 per. , Mnpaet Zape 1 • ; - i 4 AREA ; "/ /i,°-r . r• Y50• -Jt SetboilU fl411L- -...- Ex / LOCATION MAP NOT 10 SCALE F.G cttnif.m. C.S.6.6. N0.10 ti� ti1 c,<' \1" �G 68 \I" I - L__ SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. N89' 34'47 "E 600.01 EDGE OF WE4LAND= -.. txt M 9 S89'39 11 "W 580.47 — N! s c> t t.:• _poop L =129.33 = =� �r ens w►— R= 5669.58 -The south Doe f the NW 1/4 of wxs°' • ° ., eqs., to ��S '/•1� 1'18x25 "- Sec 27, Twp. 31, Rge. 22 S :i'" G. JlY. N0a 10: t _„� , - ---- -_- -'- -ar - -- The Southwost W 1/2 of the Sea 27, Twp. 0 1 0 200 W , Rg 4 e. e222ZZZ xaChED JAN 1 7 2008 CITY OF LINO LAKES • • 1 S DRAINAGE AND UTILITY EASEMENTS AND SETBACKS ARE SHOWN AS THUS: — 5.00 EASEMENTS BEING 5 FEET IN WIDTH ON ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH ON FRONT LOT LINES. SETBACKS BEING 10 FEET IN WIDTH ON ADJOINING SIDE LOT LINES, AND BEING 30 FEET IN WIDTH ON FRONT LOT LINES. VA UGHAN'S 1 ST ADDITION LOT 1 INFORMATION Total Area of Shore Impact Zone: 50,823 sq. ft. Area Above OHWL: 65,692 sq. ft. Area Above Wetland Edge: 42,603 sq. ft. Compensatory Storage Area: 1,985 sq. ft. LOCATION MAP MOT TO SCALE VIIim, C.SAH. 40.10 � ti SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. 100 200 n, FEE LOA ,fA LOT 201,040 sq. ft 4.62 acres Edg, Of Vretland As Delineated By Wenck Associates On October- 23, 2007 LitA 16.5—ft Weiland 'u ffer . ,8 >4 1 Liu �- ,\"�� - �{ �' are" �`� — an N ASA Ordinary High Water Elevation: 883.7 RCWQ Floodplain Elevation: 887.6 LIS LIU X • -1-357A3--'c cr-- 'r . ];48.08` N, 150 —ft Setback from OHWL 6' I KQuse', \ Liu LW- OUTL O T A 1,135,938 sq. ft. 26.08 acres Lia Liu -30 —ft Access Easemen t 75 —ft. Shore Impact Zone / JAN 17 2008 CITY OF LINO LAKES >- w R w 0 z 0 0 0z I yj N Y o QJ Da�xH JMA PRELIMINARY PLAT (NECKED 2003.001 DALE 1/15/08 SHEET / 2 Au ALL VA UGHAN',S 1ST ADDITION GRADING, DRAINAGE, AND EROSION CONTROL PLAN a 30 IN FEET a4 am. � LOT 1 Nvu At, asA arA Edgg Of Wetland As Delineated By Wenck Associates On October 23, A2007 FLOODPLAIN , COMPENSATORY \ { STORAGE = 204 C'\, 16.5 —ft Wetland ,'uffer- > NOTE: ALL DISTURBANCE WFIIHIN THE WETLAND, - BUFFER AREA / SHALL BE RESTORED WITH 1 NATIVE VEGETATION (MnDOT MIX - 310 OR APPROVED EQUIVALENT) ../... ,F- L"bODPLAINi.• \ Ordinary High Water Elevation: 883.7 (100 —YEAR HIGH W,ATER ELtVATION) RCWQ Floodplain Elevation: 887,6 • AU NOTE: ALL ROOF,jDRAINS FOR PROPOSED HOUSE SHALL BE DIRECTED INTO THE INFILTRATION BASIN. Total Lot Area: 201,040 sq. ft. Total Impervious Area: 1887 sq. ft. Impervious Surface Coverage: 1.93% Upland Lot Area 42,603 sq. R. Upland Impervious Area 3,887 sq. ft. Upland Impervious Coverage: 9.12% Shore Impact Zone Area 50,823 sq. ft. Grading Area Within Zone: 6,287 sq. ft. (12.48) GRADING NOTES150— ft Setback from O5 co • — — Fli`L = 122 CY _— sr F3 •r 1,1:\ce .du \ >e< I SEWO GAR: 895.0 LFE:891.0 FEE: 895.7 RUFFED GROUSE ROAD COCK- CONSTRUCTION, ENTRANCE \ ,1 INLET PROTECTION SHALL BE INSTALLED AT THE CATCH BASINS ON RUFFED GROUSE ROAD THAT ARE NEAREST TO THE CIA. –DE –SAC I I •' �. I THE EXISTING WELL SHALL BE REMOVED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG EXISTING CURB DENOTE TOP OF CURB. EXISTING UTIUTIES SHOWN ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVATION, TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES WHICH CONFIJCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR TO CALL GOPHER STATE ONE CALL (1- 800 -252 - 1166) 48 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF UTILITIES. CONTRACTOR REQUIRED TO PROTECT THE TREES TO BE SAVED. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRIMMING SERVICE TO TRIM THE TREES. SHOULD THE CONTRACTOR'S OPERATIONS RESULT 111 THE BREAKING OF ANY UMBS, THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. CONTRACTOR SHALL STRIP, STOCKPILE AND RE– SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED OR SEEDED. THE PROPOSED GRADING PLAN INDICATES FINAL GRADING AFTER THE HOUSES ARE CONSTRUCTED. THE CONTRACTOR SHALL APPLY A HOLDDOWN OF 2.25' ACROSS THE BUILD PAD LOCATIONS DURING THE GENERAL GRADING OF THE SITE. THE FINISHED BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET ABOVE OR BELOW THE PROPOSED ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FEET ABOVE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED OTHERWISE BY THE ENGINEER. TOPSOIL SHALL BE GRADED TO WITHIN % INCH OF THE SPECIFIED THICKNESS. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY – NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. CONTRACTOR SHALL BE A CO– APPUCANT WITH THE OWNER THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE NPDES PERMIT AND THE SWPPP FOR THIS PROJECT. EROSION CONTROL NOTES THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROUJNG ALL SILTATION AND EROSION OF THE PROJECT AREA. ALL EROSION CONTROL AND SILTATION CONTROL MEASURES SHALL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION INCLUDING, BUT NOT UMITED T0, STAKED STRAW BALES, ROCK ENTRANCES AND /OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES: ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION, DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. A STABIUZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT. ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND GREATER THAN EIGHT FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC INSTALLED. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION NO. 3876. AT A RATE OF 50 LBS/ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL APPLY WITH MN /DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPUED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, F1. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. ALL ADJACENT STREETS SHALL BE INSPECTED DAILY AND SWEPT CLEAN OF SEDIMENT TRACKED FROM THE SITE. AIL OUTLOT A l ,e aeA 30 —ft Access Easement — 75 —ft. Shore Impact Zone GRADING LEGEND SF 1.3% sa� EXISTING CONTOURS PROPOSED CONTOURS SILT FENCE DRIVEWAY SLOPE SOIL BORING am• ."4—"" I 4.5•;' LOCATION MAP NOT m SCALE Ia C.AA.H. NO.10 r ry1 SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA INFILTRATION NO1 ES A. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION N0. 3876, AT A RATE OF 50 LBS /ACRE THE INFILTRATION BASIN BOTTOM SHALL BE SEEDED WITH NDOT SEEDING MIX 350. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL APPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, FI. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. ALL FILTRATION AREAS SHALL BE KEPT OFFUNE UNTIL FINAL STABIUZATION IS COMPLETE. B. THE INFILTRATION BASIN SHALL BE STAKED OFF AND MARKED. HEAVY EQUIPMENT SHALL BE KEPT OUT OF INFILTRATION AREAS TO PREVENT COMPACTION OF SOILS. C. THE INFILTRATION BASIN SHALL BE GRADED FIRST, AFTER THE EROSION CONTROL IS INSTALLED. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO QIIRF TIHF INFILTRATION CAPACITY I5 MAINTAINED DURING CONSTRUCTION. D. 7115 INFILTRATION BASIN SHALL NOT BE EXCAVATED TO FINAL GRADE UN CONTRIBUTING DRAINAGE AREAS HAVE BEEN CONSTRUCTED AND FULLY STABIL E. FINAL EXCAVATION OF THE INFILTRATION BASIN SHALL BE COMPLETED U TRACKED EQUIPMENT TO AVOID COMPACTION OF THE BASIN FLOOR. F. TEMPORARY EROSION CONTROL BLANKETS ARE RECOMMENDED FOR USE I INFILTRATION BASIN TO PREVENT SEED LOSS AND TRANSPORTATION. L THE IZED. Cs; NG UGJ ICJ 1 TITY C;;= LI', VAUGHAN'S 1ST ADDITION LINO LAKES, MINNESOTA '2 .001 DATE iQ 08 \10 LAk6ES VA UGHAN'S 1ST ADDITION UTILITY PLAN LOT 1\ N. Edgg Of Wetland As Delineated 7 LL By Wenck Associates 1 1 On October- 23, 2007 1 16.5 —ft Wetland Buffer- 150—ft Setback from OHWL UTILITY NOTES W�- Ordinary High Water Elevation: 883.7 RCWQ Fl oodpl ain Elevation: 887.6 4/1T -4 SOR_28 PVC i SAWIM SWAGE 0 2.00R MV.98/.91 EL WhIERM11,1 MSG MV 1585. SEWO GAR: 895.0 LSE: 891.0 FFE: 895.7 - —r 9.5A18IM�}11i6" 9lY. _:urE ER HYDRM4.., CAIE VAI'XE Ei UTII1Y BORES STREET MIST Ex. Kouse L _ CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO 1HE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTUTY LOCATIONS SHOWN ARE APPROXIMATE CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA AND ALL STANDARD DETAILS FOR THE CITY OF UNO LAKES. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P. V.C.) SDR 35 UNLESS OTHERWISE NOTED. SANITARY SEWER WYES SHALL BE 8 INCH BY 4 INCH SCHEDULE 40. SANITARY SERVICES SHALL BE 4-INCH SDR -26 P.V.C. ALL WATERMAIN PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS OTHERWISE NOTED. ALL WATER SERVICES SHALL BE 1 -INCH, TYPE "K" COPPER. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. AS -BUILT INFORMATION SHALL INCLUDE ELEVATIONS OF ALL SANITARY SERVICE ENDS. 1 1 ER BNAiMT NI Vl RM:89] MV. B88M b0 A7" UTILITY LEGEND • EXISTING SANITARY SEWER EXISTING WATERMAIN 0 EXISTING SANITARY MANHOLE 1 EXISTING HYDRANT • • • • PROPOSED SANITARY SERVICE I 41 1 1 1 1 PROPOSED WATER SERVICE • PROPOSED CURB STOP • / \ OUTL O T A' 30—ft Access Easem eQ t 75 —f. Shore Impact Zone LOCATION MAP NOT 10 SOME C.S.AH. N0.10 ti1 (cG1` 45/0%1' SECTIONS 27, & 28, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. RECE IE JAN 1 7 2008 CITY OF LINO LAKES 5s' •4. • • STAFF ORIGINATOR: MEETING DATE: TOPIC: AGENDA ITEM 6D Michael Grochala February 11, 2008 Consideration of Resolution 08 -21, extending the City of Lino Lakes' obligation to comply with a condition of the Livable Communities Demonstration Account VOTE REQUIRED: 3/5 BACKGROUND In 2000 the Metropolitan Council awarded the City of Lino Lakes $450,000 to help support mixed - income housing in the Legacy at Woods Edge project. The grant agreement was subject to two conditions: 1) the city would not impose annual limits on the issuance of housing permits connected with the development; and 2) the city would install a traffic signal on the northbound off -ramp of I -35W to serve the project and existing development in the city. The city agreed to either have the signal operational by December 31, 2007 or reimburse the Metropolitan Council. As the Lake Drive improvement project expanded to include the 35W bridge reconstruction project, installation of the signal was delayed past that deadline date, and staff requested additional time. In January 2008 the Metropolitan Council agreed to extend the deadline for installation to August 31, 2008. The 35W/Lake Drive interchange project is scheduled to be complete by June 2008. This resolution amends the agreement with the Metropolitan Council to establish the new deadline date. RECOMMENDATION Approve Resolution 08 -21 amending grant agreement SG -00 -135 with the Metropolitan Council to extend the deadline of the traffic signal installation. ATTACHMENTS 1. Resolution 08 -21 2. Agreement Extending Grantee's Obligation to Comply with Livable Communities Demonstration Account Grant Agreement Condition Council Member introduced the following resolution and moved its adoption: CITY OF LINO LAKES COUNTY OF ANOKA RESOLUTION NO. 08 -21 AGREEMENT EXTENDING GRANTEE'S OBLIGATION TO COMPLY WITH LIVABLE COMMUNITIES DEMONSTRATION ACCOUNT GRANT AGREEMENT CONDITION Whereas, on December 20, 2000 the City Council (City) received a $450,000 Livable Communities Demonstration Account grant to help support mixed - income housing in Legacy at Woods Edge from the Metropolitan Council (Council); and Whereas, the grant agreement included a condition to install a traffic signal on the northbound off -ramp of I -35W to serve the development and existing development in Lino Lakes; and Whereas, on March 12, 2003 the City and the Council entered into grant agreement No. SG- 00 -135 which made the City's receipt of funds subject to the condition; and Whereas, on August 24, 2005 the City requested payment of the $450,000; and Whereas, on September 30, 2005 the City and the Council executed an amendment to the grant agreement under which the City agreed to reimburse the $450,000 by January 31, 2008 if the signal was not installed by December 31, 2007; and Whereas, full reconstruction of the I -35W Lake Drive bridge and interchange is now expected to be complete by June of 2008 and City staff requested an extension of the deadline for signal installation; and Whereas, at its January 9, 2008 meeting the Council gave the City until August 31, 2008 to fulfill the traffic signal condition. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: The City agrees to the representations made and agrees as follows: 1. The Council will forebear on its right to seek reimbursement of the $450,000 grant amount until August 31, 2008. 2. The City will inform the Council in writing when the traffic signal is operational. 3. If the signal is not operational by August 31, 2008, the City will reimburse the Council the entire $450,000 grant amount by September 15, 2008. 4. If the City does not reimburse the Council by September 15, 2008, the Council has a right to seek immediate reimbursement of the grant amount. • • • • Adopted by the Council of the City of Lino Lakes this 11th day of February, 2008. John Bergeson, Mayor Julianne Bartell, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Whereupon said resolution was declared duly passed and adopted. • Grant No. SG -00 -135 • AGREEMENT EXTENDING GRANTEE'S OBLIGATION TO COMPLY WITH LIVABLE COMMUNITIES DEMONSTRATION ACCOUNT GRANT AGREEMENT CONDITION '1111S AGREEMENT is made and entered into by the Metropolitan Council ( "Council ") and the City of Lino Lakes ( "Grantee "). WHEREAS, on December 20, 2000 the Council awarded the Grantee $450,000 in Livable Com- munities Demonstration Account grant funds to help support mixed- income housing components of The Village development located in the City of Lino Lakes; and WHEREAS, the Council's grant award was subject to two conditions: (1) the Grantee's agree- ment not to impose annual limits on the issuance of building permits connected with The Village development; and (2) the installation of a traffic signal on the northbound off-ramp of I -35W to serve The Village and existing development in the City of Lino Lakes; and WHEREAS, on March 13, 2003 the Council and the Grantee entered into a grant agreement identified as Council Grant No. SG -00 -135 which made the Grantee's receipt of the grant funds subject to the Council's two grant award conditions; and WHEREAS, in an August 24, 2005 letter the Grantee requested payment of the $450,000 grant amount even though the traffic signal had not yet been installed; and WHEREAS, on September 13, 2005 the Lino Lakes City Council adopted Resolution No. 05 -140 stating the Grantee's agreement to "reimburse the Metropolitan Council by January 31, 2008 the entire $450,000 grant amount if a traffic signal is not installed on the northbound off -ramp of I -35W and operational by December 31, 2007"; and WHEREAS, at its September 14, 2005 meeting the Council's governing body authorized payment of the $450,000 grant amount to reimburse the Grantee for eligible grant- funded expenditures prior to installation of the traffic signal subject to: (1) the Grantee's agreement to reimburse the entire $450,000 amount if the traffic signal was not installed and operational by December 31, 2007; and (2) the Grantee's formal acknowledgment of the reimbursement condition; and WHEREAS, on September 30, 2005 the Council and the Grantee executed an amendment to Grant No. SG -00 -135 under which the Grantee agreed to reimburse the Council by January 31, 2008 the entire $450,000 grant amount if the traffic signal was not installed and operational by December 31, 2007; and WHEREAS, in a November 19, 2007 letter the Grantee informed the Council that reconstruction of the I- 35W/Lake Drive (CSAH 23) interchange was underway but indicated "the signal systems will not be installed and operational until the spring of 2008 "; and Page 1 ,,f.2 Pages • • • WHEREAS, at its January 9, 2008 meeting the Council's governing body considered the Grantee's request for additional time within which to comply with the traffic signal condition and gave the Grantee until August 31, 2008 to fulfill the traffic signal condition to which the Council's Decem- ber 20, 2000 grant award and its September 14, 2005 payment authorization were subject. NOW THEREFORE, in reliance on the representations made above and in consideration of the mutual promises and covenants contained in this agreement, the Grantee and the Council agree as follows: 1. The Council will forebear on its right to seek reimbursement of the $450,000 grant amount until August 31, 2008. 2. The Grantee will inform the Council in writing when the traffic signal is installed and operational. 3. If the traffic signal is not installed and operational on the northbound off -ramp of 1-35W at Lake Drive (CSAH 23) by August 31, 2008, the Grantee will reimburse the Council the entire $450,000 grant amount by September 15, 2008. 4. If the traffic signal is not installed and operational on the northbound off -ramp of I -35W at Lake Drive (CSAH 23) by August 31, 2008 and the Grantee does not reimburse the Council by September 15, 2008, the Council has the right to seek from the Grantee immediate reim- bursement of the entire $450,000 grant amount. IN WITNESS WHEREOF, the Grantee and the Council have caused this agreement to be exe- cuted by their duly authorized representatives. This agreement is effective on the date of final execution by the Council. Approved as to form: METROPOLITAN COUNCIL By Associate General Counsel Guy Peterson, Director Community Development Division SG00135AA Date CITY OF LINO LAKES By John J. Bergeson, Mayor Date Pag. gat Pages 01/14/0B • • COUNCIL MIINUTES 1 2 3 4 5 6 TIME STARTED 7 TIME ENDED 8 MEMBERS PRESENT 9 10 11 L2 13 14 15 16 17 18 19 20 21 22 Bob Bening, 6788 E Shadow Lake Drive, presented information to the council and asked them to consider an alternative to the proposed amendments to Chapter 8 of the City Charter. The alternative would replace Sections g.05 and 8.09 of the amendment recommended by the Charter Commission_ He would appreciate it if the council would consider this amendment along with their cuaent review of proposed charter amendments. MEMBERS ABSENT January 14, 2408 DRAFT CITY OF LINO LAKES MI NTJ TES REGULAR COUNCIL MEETING January 14, 2407 . 6:30 p.m. . 6:30 p.m. : Council Member Stoltz, Gallup and Mayor Bergeson : Council Member Reinert, O'Donnell Sthfinembers present: City Administrator, Gordon Heitke; City Attorney, Scott Baumgartner; Community Development Director, lvEchael Grochala; City Pry ineer, Tim Studenslti; Finance Director, Al Role k; City Planner, Jeff Smyser, City Planner, PaTil Bengtson; and City Clerk, Julie Bartell SWEARING IN OF ELECTED COUNCIL MEMBERS — City Clerk Bartell administered the oath of office to elected/reelected council members/mayor Bergeson, Stoltz and Gallup. PUBLIC COMMENT 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Mayor Bergeson noted that the council is beginning its review process of the Charter Commission amendment SETTING THE AGENDA The agenda was reviewed. Since only three council members were present, Item 6A (requiring a 4/5 council vote) was postponed_ Items 7A, 8A and 83 (minutes) were also postponed_ CONSENT AGENDA Council Member Stoltz moved to approve the Consent Agenda_ Council Member Gallup seconded the motion. Motion cached. ITEM ACTION Consideration of Expenditures: 111 44 45 i) January 14, 2008 (Check No. 31932 through 82101), 5327,008.31; Approved 46 ii) Centennial Fire District (Check No. 3055 through COUNCIL MINUTES January 14, 2008 DRAFT 47 3050), &48,532.94 Approved 48 49 Resohrtion No. 08-02, Accepting Bids and Awarding 50 Farmland Lease Agreement Approved 51 52 Resohuti.on No. 08-06, Anoka County Agreement for 53 Residential Recycling Program Approved 54 55 Resolution No. 08-09, Authorizing the Issuance of Approved 56 2008 Certificates of TnriPbtedness 57 58 FINANCE DEPARTMENT REPORT. AL ROLEK 59 60 eve -Year Financial Plan Public Hearing — Finance Director Rolek noted flat it is good 61 financial policy and planning to adopt a long -terra financial plan and the city is required to do so 62 by the City Charter. A five year plan was approved last year. That document has been updated 63 to another year out and has been under review by the council A PowerPoint summary of the 64 plan was presented. Mr. Rolek stressed that the plan is a working document and does not 65 authorize spending. Staff will utilize the information in the Plan in the preparation process for 66 the annual budget Staff is not asking for action this evening but seeks public comment only 67 the document will be back before the council at the net meeting for further consideration. 68 69 When asked how the sealcoatang and overlay projects are selected, Finance Director Rolek 70 explained that the city cuzrently has $355,000 earmarked for those improvements, to be 71 increased by 5% per year. The sealcoatiug is a revolving process, taking an area of streets and 72 redoing them every 5-6 years. 73 74 City Rn gineer Studer *ki explained that the City's Pavement Management Plan rates the City' s 75 streets. Rating for sealcaating is included. When a roadway reaches an age when sealcoaiing is 76 no longer feasible, overlay is recommended_ The usable life of the street is extended 77 substantially by the program. 78 79 When asked to explain the status of the bond rating, Finance Director Rolek noted that the City 80 has been fortunate to be upgraded several tames over the past few years. The current Moody's g l rating is AA3. The ratings are based on the city' credit worthiness and an upgrade improves the g2 cities finance cost situation. g3 84 When asked how the to square development appears in the Five Year Plan, Finance Director g5 Rolek explained that the To Center project has slowed as have constr-nction projects 86 nationwide. Staff continues to look to tag increment from the development to help finance g7 certain projects inclvring the Lake Drive/I3 5 Interchange project as well as the city's g8 contribution to the YMCA project Once those obligations are met, the value of the increment g9 will benefit the city's general fiord. 90 91 Mayor Bergeson opened the public hearing at 7:15 p.m. 92 2 _81_ • • • • COUNCIL MINUTES January 14, 2008 DRAFT 93 There was no one present wishing to speak. 94 95 Council Member Gallup moved to close the public hearing. Council Member Stoltz seconded 96 the motion. Motion Darned. 97 98 ADMINISTRATION DEPARTMENT REPORT, DAN TESCH 99 100 Consider Annual Appointments — Administration Director Tesch outlined the list of annual 101 appointments as it was updated after the council work session discussion. 102 103 Council Member Stoltz moved to approve the list of annual appointments as presented. Council 104 Member Gallup seconded the motion. Motion carried. 105 106 Accept Resignation of Police Officer Matt Vana - Administration Director Tesch noted that 107 Lino Lakes police officer Malt Vana has submitted his resignation; Mr. Vasa has accepted a law 108 enforcement position in another city. 169 110 Council Member Gallup moved to accept the resignation of Police Officer Matt Vana- Council 111 Member Stoltz seconded the motion. Motion carried. 112 113 PUBLIC SAFETY DEPARTMENT REPORT, DAVE PECCBIA 114 115 There was no report from the Public Safety Department. 116 117 PUBLIC SERVICES DEPARTMENT REPORT, RICK DEGARDNER 118 119 The was no report from the Public Services Department. 120 121 COMMUNITY DEVELOPMENT REPORT, MICHAEL GROCHA.LA 122 123 1°t Reading of Ordinance No. 01-08, Amending the Zoning Ordinance to Establish A Time 124 Limit For Completion of Exterior Improvements To Structures — City Planner Smyser noted 125 that staff is presenting an ordinance to address a problem related to building improvements not 126 being completed for extended periods of time. The amendment would establish a time liTnit for 127 completion of exterior improvements to structures. Regarding building permits that have already 128 been issued, language has been added that will impact outstanding permits by making the new 129 regulations effective as of the effective date of the ordinance. 130 131 Council Member CsaIlup moved to dispense with full reading of the ordinance. Council Member 132 Stoltz seconded the motion. Motion carried. 133 134 Council Member Stoltz moved to approve 1't ream of Ordinance No. 01 -08 as presented. 135 Council Member Gallup seconded the motion. Motion carried as follows: Yeas, 3; Nays none; 136 Absent, 2 (O'Donnell., Reinert). 137 COUNt 1L MINUTES January 14, 2008 DRAFT 138 Public Hearing. Consider Reading of Orthnance No. 17 -07, Vacating a portion of the 139 drainage and utility easement on Lot 16 Black 4 of the recorded plat Park Grove 140 141 Since an inadequate number of council members were present to approve the ordinance, the 142 council opted to postpone consideration except that the public hearing would be opened and 143 continued... 144 145 Mayor Bergeson opened the public hearing at 730 p.m. There was no one present wishing to 146 speak 147 148 Council Member Gallup moved that the public hearing be continued to January 28, 2008. 149 150 Marshan Meadows 2nd Addition 151 Resolution No. 08-07, Approving Preliminary Plat, Marshan Meadows 2" Addition; 152 Resolution No. 08-05, Approving Development Agreement for Marshan Meadows 2" 153 Addition; 154 Resolution No. 08-OS, Approving Final Plat for Marshan Meadows 2" Addition, Paul 155 Bengtson 156 157 City Planner Bengtson noted that Brtiggeraan Homes has requested approval of a two lot 158 residential subdivision to be known as Marshan Meadows 273d Addition. A report ontTining a 159 proposed preliminary plan, development agreement and final plan was presented_ Staff is 160 recommending approval of the project with conditions noted in the report except that condition 161 number six should be removed.. 162 Staff will also correct a discrepancy in the development agreement regarding the developer's 163 deposit; it should read that 35% of the total estimated cost of city improvements is required. 164 165 Council Member Stott moved to approve Resolution Nos. 08 -07, 08 -05, and 08-08 as presented 166 and corrected_ Council Member Gallup seconded the motion. Motion carried. 167 168 Resolution No. 08-10, Accepting Land Donation, Outlot A, Woodridge Estates and Outiot B, 169 Woodridge Estates - City Planner Smyser explained that the developer of the Woodridge Estates 170 neighborhood wishes to donate two wetland outlots that are landlocked and usable for development 171 Staff recommends that the city accept the donation. 172 173 Council Member Gallup moved to approve Resolution No. 08 -10 as presented. Council Member 174 Stoltz seconded the motion. Motion cared. 175 176 Resolution No. 08-04, Approving Final Payment, 2007 Street Overlay Project - City Engineer 177 Studenski reported that the 2007 Overlay project has been satisfactorily completed and staff-is 178 recommending final payment to the contactor, WB Miller, Inc. 179 180 Cotmci Member Stoltz moved to approve Resolution No. 08 -04 as presented. Council Member 181 C-allup seconded the motion_ Motion carried. 182 183 LiN:SHED BUSINESS 4 -83- • • 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 • 206 207 208 209 210 211 • COD1 C1L MINUTES DRAFT None NEW BUSINESS None Tannary 14, 2008 Community Calendar- A Look Ahead January 15, 20D8 through January 28, 2D08 ▪ Thursday, January 17 Monday, January 21 TIE Monday, January 28 • Monday, January 28 6:30 pm, Charter Commission Martin Luther King Jr. Day 5:30 pm, Commnity Room 6:30 pm, Council Chambers Comity Room City Hall Closed Council Work Session Coumcl Meeting ADJOURN There being no further business, Conncfl Member Stoltz moved to adjourn at 7:47 p.m. Council Member Gallup seconded the motion. Motion carded.. These minutes were considered and approved at the regular City Council Meeting on January 28, 2008. Julianne Bartell, City Clerk John Bergeson, Mayor