The URL can be used to link to this page

2002-11-18 CC Packet7eU410 Z%F- 3yz2 ALBERTVILLE CITY COUNCIL AGENDA November 18, 2002 7:00 PM 1. CALL TO ORDER — ROLL CALL — ADOPT AGENDA 2. MINUTES (a) November 4, 2002, City Council Meeting 3. CITIZEN FORUM - (io Minute Limit) HA41 tf �9411'` ' 4. (a) Approve payment of claims (Check #'s 17082—17142) (b) Resolution #2002-33 (A resolution Certifying Uncollected Utility Bills to Wright County for Collection with Real Estate Taxes 5. SPECIAL ORDER 3 (1) Public Hearing - Proposed assessment relating to installation of LeCentre Avenue and ` accompanying utilities • Resolution #2002-35 (Resolution Adopting Assessment for Installation of LaCentre Avenue and Related Utility Improvements 6. DEPARTMENT BUSINESS a. Fire Department • None b. S (1) Discuss potential purchase of Eull Concrete property for Public Works facility — Asking price $580,000 C. 7 ', f0 — (1) Outlets of Albertville Phase III $`jKo • Preliminary Plat • PUD Development Stage d. �. (1) Public Works Building (memo) C S/t l� -4-�, City Council Agenda November 18, 2002 Page 2 of 2 e. (1) Discuss Russ Winslow's request — re: wetlands behind his property 'T� f. (1) Approve transfer of On and Off Sale Liquor Licenses from GRG, Inc. to C. L. Gentile, Inc. (Geez' Sports Bar & Grill) (2) On Sale & Sunday Liquor License Application — Spectators Grille & Bar of Albertville, Inc. (Lot 2, Block 1, Albertville Crossings 2nd Addition) (3) On Sale & Sunday Liquor License Application — Pizza Man, 11011 61s' Street NE, #125 (4) Consider increase in number of on -sale licenses the City will issue (5) Property across from City Hall — 60th Street NE (6) Consider pay raise for Planning & Zoning Commission (7) Praught property negotiations update 7. ADJOURNMENT l ALBERTVILLE CITY COUNCIL RAS;0 November 4, 2002 Albertville City Hall 7:00 PM PRESENT: Mayor Scott Wallace, Councilmembers LeRoy Berning, Keith Franklin, Tom Fay, and John Vetsch, City Engineer Pete Carlson, City Attorney Mike Couri, and Secretary Terri Hedquist Mayor Wallace called the regular meeting of the Albertville City Council to order. The agenda was amended as follows: • Add item to 5f(3) On site parking for businesses — Vetsch • Add item 5e(1) RESOLUTION NO 2002-32 (RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT RELATING TO INSTALLATION OF LACENTRE AVENUE AND ACCOMPANYING UTILITIES) • Add item 5e(2) Public Maintenance - plowing streets Berning made a motion to approve agenda as amended. Fay seconded the motion. All voted aye. Franklin made a motion to approve the minutes of October 21, 2002, regular meeting with the correction of a spelling error on Page 2.amended correction. Berning seconded the motion. All voted aye. Mayor Wallace asked if anyone wished to address the Council under Citizen Forum. No one addressed the Council. Berning requested Item 4c be removed from the Consent Agenda and discussed under Administration. Fay made a motion to approve the Consent Agenda as follows: • Approve payment of claims (Check #'s 17007-17050) • Approve Application for City 3.2 Malt Annual License for Coborn's, 5698 LaCentre Avenue NE Franklin seconded the motion. All voted aye. Public Works Head Tim Guimont reported that there are some streets where raised catch basins, and gate valves pose a problem for snow plowing. City Attorney Mike Couri indicated the developers should be notified and have them correct the problem within a limited (3 —5 day) time frame. If the developer fails to respond, the City can then do the work and bill back the cost to the developer. Vetsch stated that the R. J. Marco trailer is still on site. The developer was given 30 days to correct issue by letter approximately two weeks ago. Vetsch further stated that several trees in the Albertville Plaza Addition are dead and should be replaced. Couri needs list of what needs to be done and he will send the developer to correct the Developers' Agreement items. Albertville City Council Minutes November 4, 2002 Page 2 of 3 The Council discussed weed issues in the City. The consensus of the Council is to delay further action until the spring. Franklin made a motion to approve the Public Works/Park Report as presented. Fay seconded the motion. All voted aye. John Middendorf reported that the sludge in Pond 3 is filling up and he doesn't believe can wait until next phase of expansion in which reed beds will be created. The PCA is extremely strict regarding sludge handling. St. Michael hauls theirs to a landfill. The Council directed John to sample the sludge, determine the best way to get rid of it, get pricing on the removal and get back to the Council. Vetsch made a motion to accept the WWTF/Water Department Report as presented. Franklin seconded the motion. All voted aye. The Council reviewed the planning report for the Albertville Crossings final plat. The plat consists of four lots located west and southwest of Albertville Crossing. The final plat is in substantial compliance with the previously approved preliminary plat. However, the preliminary plat indicated four lots west of CSAH 19 and west of LaCentre Avenue. Two of those lots were zoned B-2 and two were zoned B-3. The final plat shows a consolidation and reduction to three lots. A rezoning of Lot 2, Block 1 is necessary due to the lot consolidation. In addition the final plat includes a lot east of LaCentre Avenue that was designated on the preliminary plat as an outlot. Franklin made a motion to adopt the Findings of Fact & Decision, granting final plat approval for Albertville Crossing 2nd Addition as presented. Berning seconded the motion. All voted aye. City Attorney Couri reviewed the Developer's Agreement for the Albertville Crossing 2nd Addition. Franklin made a motion to approve the Developer's Agreement as presented. Fay seconded the motion. All voted aye. Cascade Land Company requested permission to close 57th Street from 7:00 Am to 7:00 PM the week of November l lth to haul 5,000-15,000 yards of dirt from the Albertville Crossing south of 57th Street to the north side of 57th Street to facilitate the Coborn's opening scheduled later this month. The developer will clean the street daily, will provide a letter of credit to the City and will construct a dirt bridge over the street for the trucks to travel on. Vetsch made a motion approving the developer's request to haul dirt and directing City Attorney Couri to draft an agreement to be signed by the developer relating to all issues discussed prior to the start of the work. Franklin seconded the motion. All voted aye. City Engineer Pete Carlson explained the second phase of the WWTF expansion was anticipated to be started in the late spring of 2003. However, due to reductions in their resources, the PCA approval necessary prior to the start will now tale approximately six months to Albertville City Council Minutes November 4, 2002 Page 3 of 3 complete. Factoring this time requirement into the project schedule indicated that the planning of the second phase construction should be initiated in November 2002. Vetsch made a motion authorizing the engineer to begin work on the WWTF expansion. Fay seconded the motion. All voted aye. City Attorney Couri presented the proposed assessment roll in the amount of $415,000 for the LaCentre Avenue street and utility project. Included in the proposed assessment is $14,000 in estimated bonding fees. If the City chooses not to bond for this project, and the developer is will to do a very short-term assessment period, approximately $16,000 could be cut from the roll. Franklin made a motion to adopt RESOLUTION #2002-34 titled A RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT RELATING TO INSTALLATIONOF LECENTER AVENUE AND ACCOMPANYING UTILITIES, setting the public hearing on the assessment November 18, 2002, at 7:00 PM. Vetsch seconded the motion. All voted aye. The Council reviewed the letter from Loni Baird requesting that a three -acre parcel located along CSAH 19 just north of the City border be allowed to connect to St. Michael's sanitary sewer system. Berning made a motion to approve a connection to St. Michael's sanitary sewer system provided Baird contacts the City of St. Michael for an agreement for connection to their sanitary sewer system. Franklin seconded the motion. All voted aye. Vetsch made a motion approving the continuation of Al Steinbring's part-time position as building inspector until November 19th. Franklin seconded the motion. All voted aye. The Council discussed parking issues at Smackdown's Bar & Grill. There appears to be an inadequate number of parking spaces for the business. The current owner has applied for a CUP to allow an apartment to be constructed on the second floor of the business. The Council directed that the planner review and research the parking issue with the review of the CUP. Steve Praught told the Council that he and his mother have agreed to accept the offer to purchase both properties for $300,000. City Attorney Couri and City Administrator Goeb will meet with the Praughts to work out details of the purchase agreement. The city administrator will ask Paul Donna to attend a meeting of the Council to discuss the new company he represents. Berning made a motion adjourn. Vetsch seconded the motion. All voted aye Scott Wallace, Mayor Terri Hedquist, Recording Secretary CITY OF ALBERTVILLE *Check Detail Register© November 2002 Check Amt Invoice Comment 10100 Premier Bank Paid Chk# 017082 11/18/2002 AIR -HYDRAULIC SYSTEMS E 101-43100-404 Repair/Maint - Machinery/Equip $49.60 177503-00 Repair of Vehicle Total AIR -HYDRAULIC SYSTEMS $49.60 Paid Chk# 017083 11/18/2002 ALLINA MEDICAL GROUP E 101-42000-305 Medical -Physicals $445.25 sept - oct 2002 Physical-R. Peterson E 101-42000-305 Medical -Physicals $374.00 sept - oct 2002 Physical-J.Dahlman Total ALLINA MEDICAL GROUP $819.25 Paid Chk# 017684 11/18/2002 ARAMARK UNIFORM SERVICES E 10145100-417 Uniform Rentals E 60149450-417 Uniform Rentals E 10143100-417 Uniform Rentals E 60249400-417 Uniform Rentals Total ARAMARK UNIFORM SERVICES Paid Chk# 017085 11/18/2002 BOYER TRUCKS $45.96 November 200 Uniform Sery - Parks Dept $45.97 November 200 Uniform Sery - Sewage Dept. $45.96 November 200 Uniform Sery - PW Dept. $45.96 November 200 Uniform Sery - Water Dept $183.85 E 101-43100-404 Repair/Maint - Machinery/Equip $202.64 T4968 Repair/Mntc Vehicle Total BOYER TRUCKS $202.64 Paid Chk# 017086 11/18/2002 CARQUEST E 101-43100-404 Repair/Maint - Machinery/Equip $133.91 0222898 Maintenance on Mach E 101-43100-404 Repair/Maint - Machinery/Equip $1.01 0222914 Miniature Bulb E 101-43100-404 Repair/Maint - Machinery/Equip $31.97 0223007 Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $61.59 0223051 Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $40.94 0223068 Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $74.50 0223085 Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $45.76 0223189 Repairs -Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $61.35 0223809 Repair machinery E 101-43100-404 Repair/Maint - Machinery/Equip $15.43 0223881 Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $27.65 0224036 Replace Mirror Glass E 101-43100-215 Shop Supplies $10.42 0224123 Shop Supplies E 101-43100-215 Shop Supplies $11.00 0224126 Wrench Supplies E 101-43100-404 Repair/Maint - Machinery/Equip $106.14 0224215 Repairs E 101-43100-215 Shop Supplies ($10.42) C27049 Credit memo E 101-43100-404 Repair/Maint - Machinery/Equip ($15.43) CM Credit Memo Total CARQUEST $595.82 Paid Chk# 017087 11/18/2002 CASE CREDIT CORPORATION E 101-43100-541 C/O - Tractor/Loader $27,616.93 2002-2003 WHL loader - Lease pay Total CASE CREDIT CORPORATION $27,616.93 Paid Chk# '017088 11/18/2002 CHRISTIAN BUILDERS G 101-22800 Landscaping Escrow $2,750.00 420429 5502 Lambert Avenue G 101-22800 Landscaping Escrow $2,750.00 420502 11404 53rd Court Total CHRISTIAN BUILDERS $5,500.00 Paid Chk# 017089 11/18%2002 COMPUTER SERVICES & REPAIR E 101-41300-570 Office Equip and Furnishings $910.20 20278 Balance for Computer Systems Total COMPUTER SERVICES & REPAIR $910.20 Paid Chk# 017090 11/18/2002 CONCRAZED DEVERSIFIED E 101-43100-400 Repair/Maint - Paved Rd $688.00 10/22/02 Raise curb -saw cut Total CONCRAZED DEVERSIFIED $688.00 Paid Chk# 017091 11/18/2002 COUNTRYSIDE FENCE E 101-45000-598 Pledges & Contributions $790.00 110602-01 Repair Fence(KC donation) E 101-45100-361 General Liability ins $2,000.00 110602-02 Repair Ballfield(Insurance Re! CITY OF ALBERTVILLE 11/15/02 7:53 AM Page 2 *Check Detail Register@ November 2002 Check Amt Invoice Comment Total COUNTRYSIDE FENCE $2,790.00 Paid Chk# 017092 11/18/2002 COURT 8 MACARTHUR E 101-41600-304 Legal Fees $67.50 October 2002 Waterline Trunk Easements E 101-41600-304 Legal Fees $27.50 October 2002 Zachman Property E 101-41600-304 Legal Fees $137.50 October 2002 Shoreland Ordinance E 101-41600-304 Legal Fees $137.50 October 2002 Road Vacation E 452-49000-304 Legal Fees $550.00 October 2002 Outlet Mall Expansion E 101-41600-304 Legal Fees $165.00 October 2002 Albertville Crossings E 101-41600-304 Legal Fees $192.50 October 2002 Christian Bldrs E 101-41600-304 Legal Fees $2,750.00 October 2002 General E 429-49000-304 Legal Fees $232.50 October 2002 Hwy 19 & 37 Improvement E 438-49000-304 Legal Fees $192.50 October 2002 CC So. 5th E 451-49000-304 Legal Fees $82.50 October 2002 Albertville Plaza E 101-41600-304 Legal Fees $27.50 October 2002 2nd Wind Sign E 453-49000-304 Legal Fees $110.00 October 2002 Kollvilie 2nd E 454-49000-304 Legal Fees $797.50 October 2002 Lift Stations E 456-49000-304 Legal Fees $632.50 October 2002 Towne Lakes 3 E 456-49000-304 Legal Fees $2,282.50 October 2002 Towne Lakes 2 E 462-49000-304 Legal Fees $27.50 October 2002 Coborn's E 101-41600-304 Legal Fees $192.50 October 2002 2002 Bonding E 463-49000-304 Legal Fees $55.00 October 2002 NW Commerical Prop E 463-49000-304 Legal Fees $687.50 October 2002 Slumberland CUP E 463-49000-304 Legal Fees $1,952.50 October 2002 Sale - Slumberland Total COURT S MACARTHUR $11,300.00 Paid Chk# 017093 11/18/2002 CROW RIVER FARM EQUIPMENT E 101-43100-215 Shop Supplies $55.03 93338 Misc metal parts Total CROW RIVER FARM EQUIPMENT $55.03 Paid Chk# 017094 11/18/2002 CROW RIVER RENTAL, INC. E 101-43100-410 Rentals (GENERAL) $101.06 164048 Rental-UB for planting trees Total CROW RIVER RENTAL, INC. $101.06 Paid i5hk# 017095 11/18/2002 DAVIES WATER EQUIPMENT CO. E 602-49400-250 Meters for Resale $811.60 3146031 Meters for Re -sale Total DAVIES WATER EQUIPMENT CO. $811.60 Paid Chk# 017096 11/18/2002 DEHN TREE COMPANY, INC E 101-45100-530 Improvements Other Than Bidgs $175.73 Cl 11/04/02 Removal of tree stumps Total DEHN TREE COMPANY, INC $175.73 Paid Chk# 017097 11l18/2002 DJ'S TOTAL HOME CARE CENTER R 101-32210 Building Permits E 601-49450-210 Operating Supplies (GENERAL) R 101-32210 Building Permits R 101-32210 Building Permits E 101-45100-530 Improvements Other Than Bidgs E 101-45100-530 Improvements Other Than Bidgs E 601-49450-210 Operating Supplies (GENERAL) E 101-41940-405 Repair/Maint - Buildings E 101-43100-405 Repair/Maint - Buildings E 602-49400-210 Operating Supplies (GENERAL) E 101-45100-210 Operating Supplies (GENERAL) E 101-43100-215 Shop Supplies E 101-42000-200 Office Supplies (GENERAL) Total DJ'S TOTAL HOME CARE CENTER $15.96 604242 $105.72 604288 $19.16 604560 $16.82 604853 $13.83 604911 $16.60 604929 $11.70 605116 $20.19 605400 $56.76 606845 $14.11 613323 $33.82 misc $488.01 misc $19.54 October 2002 $832.22 Bldg Offices Supplies Bldg Offices Bldg Offices Parks Improv Parks WWTF Supplies Bulbs PW Repair Sewer Supplies Parks Shop Supplies Misc. Office Supplies Paid Chk# 017098 11/18/2002 DON'S AUTO & REPAIR CITY OF ALBERTVILLE 11115/02 7:53 AM Page 3 *Check Detail Register© November 2002 Check Amt Invoice Comment E 101-43100-404 Repair/Maint - Machinery/Equip $23.12 12580 Repair Tire E 101-43100-212 Motor Fuels $35.14 12755 Fuel E 101-42000-212 Motor Fuels $34.37 12763 Fuel E 101-42000-212 Motor Fuels $69.34 12895 Fuel E 602-49400-212 Motor Fuels $37.29 13040 Fuel E 602-49400-212 Motor Fuels $38.76 13051 Fuel E 101-42000-212 Motor Fuels $25.78 13067 & Fuel/Cups E 601-49450-212 Motor fuels $36.80 13291 Fuel Total DON'S AUTO & REPAIR $300.60 Paid Chk# 017099 11/18/2002 DRAKE CONSTRUCTION G 101-22800 Landscaping Escrow $2,750.00 13834 10206 Karston Drive G 101-22800 Landscaping Escrow $2,750.00 420458 10308 Karston Avenue Total DRAKE CONSTRUCTION $5,500.00 Paid Chk# 017100 11/18/2002 EGGEN'S DIRECT SERVICE, INC. E 602-49400-210 Operating Supplies (GENERAL) $37.00 October 2002 Sewer Supplies E 101-43100-212 Motor Fuels $91.87 October 2002 PW Fuel E 101-41940-399 Miscellaneous $28.47 October 2002 Paper towels E 601-49450-210 Operating Supplies (GENERAL) $45.91 October 2002 WWTF Supplies Total EGGEN'S DIRECT SERVICE, INC. $203.25 Paid Chk# 017101 11/18/2002 ELECTRIC PUMP, INC. E 601-49450-210 Operating Supplies (GENERAL) $18.25 0022017-IN Operating Supplies Total ELECTRIC PUMP, INC. $18.25 Paid Chk# 017102 11/18/2002 EMERGENCY MEDICAL PRODUCTS E 101-42000-200 Office Supplies (GENERAL) $328.38 11200235760 Medical Supplies Total EMERGENCY MEDICAL PRODUCTS $328.38 Paid Chk# 017103 11/18/2002 FEDERATED CO-OPS, INC. E 601-49450-210 Operating Supplies (GENERAL) $10.79 137031 Balance Total FEDERATED CO-OPS, INC. $10.79 Paid Chk# 017104 11/18/2002 FEHN GRAVEL & EXCAVATING E 602-49400-407 R/M - Water Mains $88.50 8212 Water Main E 101-43100-401 Repair/Maint - Unpaved $210.61 8925 Crushed Concrete E 101-43100-221 Ice Removal $105.87 8928 Screened Sand Total FEHN GRAVEL & EXCAVATING $404.98 Paid dhk# 017105 11/18/2002 FLEXIBLE PIPE TOOL COMPANY E 601-49450-210 Operating Supplies (GENERAL) $69.23 7641 Pressure Gauge Total FLEXIBLE PIPE TOOL COMPANY $69.23 Paid Chk# 017 006 11/18/2002 GOEB, LINDA E 101-41400-592 Elections $149.85 November 200 Election Expense Total GOEB, LINDA $149.85 Paid Chk# 017107 11/18/2002 GOPHER STATE ONE -CALL E 602-49400-209 Locates $196.85 2100106 Locates - Water Dept Total GOPHER STATE ONE -CALL $196.85 Paid Chk# 017108 11/18/2002 HARDWARE HANK E 101-45100-210 Operating Supplies (GENERAL) $43.72 October 2002 Kraft Treat Wire Total HARDWARE HANK $43.72 Paid Chk# 017109 11/18/2002 HAWKINS CHEMICAL, INC. E 601-49450-217 Chemicals - Ferric Chloride $3,747.82 479631 Testing Expense (CBOD-5) Total HAWKINS CHEMICAL, INC. $3,747.82 CITY OF ALBERTVILLE 11/15/02 7:53 AM Page 4 *Check Detail Register© November 2002 Check Amt Invoice Comment G 101-22800 Landscaping Escrow $2,750.00 420488 11400 54th PLACE Total HEIL, AARON $2,750.00 Paid Chk# 017111 11/18/2002 HENNEN CONSTRUCTION E 461-49470-300 Professional Srvs (GENERAL) $250.00 248 Repair Silt Fence Total HENNEN CONSTRUCTION $250.00 Paid Chk# 017112 11/18/2002 HERMANSON HOMES G 101-22800 Landscaping Escrow $3,000.00 13867 5141 Kahl Avenue Total HERMANSON HOMES $3,000.00 Paid Chk# 017113 11/18/2002 INSTRUMENT CONTROL SYSTEMS E 601-49450-406 R/M - Collection System $251.75 0005856-IN Maintenance WWTF Total INSTRUMENT CONTROL SYSTEMS $251.75 Paid Chk# 017114 11/18/2002 KENCO G 101-22800 Landscaping Escrow $2,750.00 13843 10461 Karston Circle Total KENCO $2,750.00 Paid ChW 017115 11/18/2002 KENNEDY & GRAVEN E 101-41600-304 Legal Fees $506.25 53616 AL141-OW35 Comp. Franchise Total KENNEDY & GRAVEN $506.25 Paid Chk# 017116 11/18/2002 MIDWEST ANALYTICAL SERVICES E 601-49450-218 Testing Expenses $134.00 127959 Testing Expense (CBOD-5) E 601-49450-218 Testing Expenses $134.00 128045 Testing Expense (CBOD-5) Total MIDWEST ANALYTICAL SERVICES $268.00 Paid Chk# 017117 11/ 8/2002 MILLER, BRIDGET E 101-41400-592 Elections $59.90 November 200 Election Supplies Total MILLER, BRIDGET $59.90 Paid 5W 017118 11/18/2002 MN DEPARTMENT OF REVENUE G 101-21702 State Withholding $1,017.30 October 2002 State Withholding Taxes Total MN DEPARTMENT OF REVENUE $1,017.30 Paid Chk# 017119 11/18/ = N. A. C. E 101-41910-306 Planning Fees $302.55 12178 General E 101-41910-306 Planning Fees $113.40 12178 Fence Handout E 101-41910-306 Planning Fees $12.80 12178 B-2A Zoning Map E 452-49000-306 Planning Fees $367.00 12179 JMJ Phase III E 101-41910-306 Planning Fees $38.00 12179 High School E 101-41910-306 Planning Fees $4,865.27 12179 General E 456-49000-306 Planning Fees $38.44 12179 Towne Lakes 2nd E 456-49000-306 Planning Fees $902.95 12179 Towne Lakes Concept E 462-49000-306 Planning Fees $317.05 12179 Albertville Crossing Lot 3 E 101-41910-306 Planning Fees $303.75 12179 Smackdowns Access. Apt E 462-49000-306 Planning Fees $706.00 12179 Albertville Crossings E 462-49000-306 Planning Fees $353.50 12179 Cobom's Sign permit E 101-41910-306 Planning Fees $625.00 12180 General Total N. A. C. $8,945.71 Paid Chk# 017120 11/18/2002 NAPA AUTO PARTS E 101-43100-215 Shop Supplies $23.95 471022 Misc Parts Total NAPA AUTO PARTS $23.95 Paid Chk# 017121 11/18/2002 NCL OF WISCONSIN E 601-49450-210 Operating Supplies (GENERAL) $111.03 141850 Operating Supplies CITY OF ALBERTVILLE 11/15/02 7:53 AM Page 5 *Check Detail Register© November 2002 Check Amt Invoice Comment Total NCL OF WISCONSIN $111.03 Paid Chk# 017122 11/18/2002 NORTHERN TRAFFIC SUPPLY, INC. E 101-43100-226 Sign Repair Materials $155.45 22-6080 Skate Park Signs Total NORTHERN TRAFFIC SUPPLY, INC. $155.45 Paid Chk# 017123 11/18/2002 OMANN BROTHERS E 101-43100-400 Repair/Maint - Paved Rd $1,246.36 5095 A.0 Mix E 101-43100-400 Repair/Maint - Paved Rd $396.33 5095-1 A.C. Mix Total OMANN BROTHERS $1,642.69 Paid Chk# 017124 11/18/2002 PATS 66 E 101-42000-212 Motor Fuels $109.18 October 2002 fire Dept Fuel E 602-49400-212 Motor Fuels $55.25 October 2002 Sewer Fuel E 101-43100-212 Motor Fuels $139.71 October 2002 PW Fuel E 101-45100-212 Motor Fuels $39.81 October 2002 Parks Fuel E 601-49450-212 Motor Fuels $48.97 October 2002 WWTF Fuel R 101-32210 Building Permits $95.20 October 2002 Bldg Dept Fuel Total PATS 66 $488.12 Paid Chk# 017125 11/18/2002 PINNACLE PRINTING, INC. R 101-32210 Building Permits $19.12 1333 Bldg Permits Total PINNACLE PRINTING, INC. $19.12 Paid Chk# 017126 11l18/2002 PLAISTED COMPANIES E 101-43100-221 Ice Removal $333.08 28129 Ice control supplies Total PLAISTED COMPANIES $333.08 Paid Chk# 017127 11/18/2002 PREMIER 94 TRUCK SERVICES E 101-43100-404 Repair/Maint - Machinery/Equip $1,107.82 52745-IN Repair Vehicle E 101-43100-404 Repair/Maint - Machinery/Equip $182.16 52790-IN Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $3,412.24 52841-IN Maintenance E 101-43100-404 Repair/Maint - Machinery/Equip $150.00 53009-IN Charge back Steering Gear Total PREMIER 94 TRUCK SERVICES $4,852.22 Paid Chk# 017128 11/18/2002---ROSS INDUSTRIES, INC E 101-42000-200 Office Supplies (GENERAL) $792.33 360809 Misc Supplies Total ROSS INDUSTRIES, INC $792.33 Paid hk# 017129 11/18/2002 S.E.H. E 460-49000-303 Engineering Fees $4,269.20 93341 BIDS & Construction Total S. E. H. $4,269.20 Paid Chk# 017130 11/18/2002 SCHERER BROTHERS LUMBER CO E 101-45100-405 Repair/Maint -Buildings $590.31 370565 Steel door Total SCHERER BROTHERS LUMBER CO $590.31 Paid Chk# 017131 11/18/2002 SPRINT -GA E 101-41940-321 Telephone $98.72 October-2002 Phone - CH long distance Total SPRINT- GA $98.72 Paid Chk# 017132 11/18/2002 ST. JOSEPH EQUIPMENT, INC. E 101-43100-404 Repair/Maint - Machinery/Equip $113.50 V106184 parts for Loader Total ST. JOSEPH EQUIPMENT, INC. $113.50 Paid hk# 117133 11/18/2002 STEFFENS BROS. MEATS, INC. E 101-42000-200 Office Supplies (GENERAL) $44.97 10/19/02 Hot Dogs -Open House Total STEFFENS BROS. MEATS, INC. $44.97 Paid Chk# 017134 11/18/2002 SUNSHINE SPRINKLER SYSTEMS CITY OF ALBERTVILLE 1 1/15/02 7:53 AM Page 6 *Check Detail Register© November 2002 Check Amt Invoice Comment E 101-45100-405 Repair/Maint -Buildings $175.00 7015 Winterize lawn sprinkler E 101-45100-405 Repair/Maint - Buildings $75.00 7050 Fire Station winterize sprinkl Total SUNSHINE SPRINKLER SYSTEMS $250.00 Paid Chk# 017135 11/18/2002 SUPERIOR FCR LANDFILL, INC. E 101-41100-361 General LiabilityIns $42.00 002904 Debris from park -storm damage Total SUPERIOR FCR LANDFILL, INC. $42.00 Paid Chk# 017136 11/18/2002 SUPERIOR PRODUCTS E 101-45100-210 Operating Supplies (GENERAL) $96.99 5337809 9" Toilet Rolls Total SUPERIOR PRODUCTS $96.99 Paid Chk# 017137 11/18/2002 VALERIUS, BILL E 101-42000-331 Travel Expenses $116.80 Sept 2002 Travel Expense -Fire Tmg Total VALERIUS, BILL $116.80 Paid Chk# 017138 11/18/2002 VISION STAFFING SOLUTIONS R 101-32210 Building Permits $620.00 NC2521 Secrerary Bldg. Dept R 101-32210 Building Permits $620.00 IVC2547 Secretary Bldg Dept Total VISION STAFFING SOLUTIONS $1,240.00 Paid Chk# 017139 11/18/2002 WASTE MANAGEMENT E 101-41940-384 Refuse/Garbage Disposal $198.49 388459-1593-3 Refuse Waste Hauler Total WASTE MANAGEMENT $198.49 Paid Chk# 017140 11/18/2002 WRIGHT CTY SHERIFFS PATROL E 101-42110-307 Police Contract Fees $20,318.33 Patrol-11 Police Protection Sery Total WRIGHT CTY SHERIFFS PATROL $20,318.33 Paid Chk# 017141 11/18/2002 WRIGHT RECYCLING E 10 1 -43200-308 Recycling Contract Fee $2,849.00 October 2002 Recycling Contract Total WRIGHT RECYCLING $2,849.00 Paid Chk# 017142 11/18/2002 XCEL ENERGY E 101-43100-381 E 601-49450-381 E 601-49450-381 E 601-49450-381 E 601-49450-381 E 101-43160-381 E 101-41940-381 E 101-41940-381 E 101-45100-381 E 101-45100-381 E 101-43160-381 E 101-41940-381 E 101-45100-381 E 101-45100-381 E 101-41940-381 E 101-42000-381 Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Electric Utilities Total XCEL ENERGY $88.80 October 2002 $1,638.58 October 2002 $126.96 October 2002 $18.28 October 2002 $11.95 October 2002 $3,743.19 October 2002 $138.15 October 2002 $3.14 October 2002 $74.30 October 2002 $22.40 October 2002 $19.64 October 2002 $19.64 October 2002 $12.87 October 2002 $7.47 October 2002 $3.77 October 2002 $249.09 October 2002 $6,178.23 10100 Premier Bank $128,229.09 Electric-PW Garage Electric -Sewage Plant -Mac Electric-60th St -Lift Station Electrio-Cty.Rd.18-Lift Statio Electric -AV - Lift Station Electric -Street Lighting Electric -City Hall Electrio-CP-Siren Electrio-58th -Skating/Rink Electrio-51st St-P.Shelter Electric -Mali Traffic Light Electric-LaBeaux Park-n-Ride Electrio-Main Ave -Parking Lof Electrio-58th St-P.Shelter Electric-Oakside Siren Electric -Fire Dept CITY OF ALBERTVILLE 11/15/02 7:53 AM Page 7 *Check Detail Register© November 2002 Check Amt Invoice Comment Fund Summary 10100 Premier Bank 101 GENERAL FUND $105,529.42 429 CSAH 19/37 INTERSECTION $232.50 438 CEDAR CREEK N & S $192.50 451 MOONEY ADDITION $82.50 452 TRAFFIC LIGHT $917.00 453 KOLLEVILLE ESTATES $110.00 454 SW LIFT STATION $797.50 456 TOWNE LAKES $3,866.39 460 2000 WWTF EXPANSION $4,269.20 461 TOWNE LAKES LIFT STATION $250.00 462 COBURN'S $1,404.05 463 NW COMMERCIAL PARK $2,695.00 601 SEWER FUND $6,567.71 602 WATER FUND $1,325.32 $128,229.09 { CITY OF ALBERTVILLE A RESOLUTION # 2002-33 A RESOLUTION CERTIFYING UNCOLLECTED UTILITY BILLS TO WRIGHT COUNTY FOR COLLECTION WITH REAL ESTATE TAXES WHEREAS, the City Council is desirous of collecting all charges for the use of the water department, the wastewater treatment facility and the storm water system; and WHEREAS, the City Council has determined that some water, sewer and storm water accounts remain uncollected and delinquent. NOW, THERFORE, BE IT RESOLVED the City Council of Albertville, Wright County, Minnesota, hereby directs the city clerk to certify all uncollected sewer and storm accounts that have not been paid to the City on November 18, 2002, to the Wright County Auditor for collection with real estate taxes. BE IT FURTHER RESOLVED, the City Council hereby orders that delinquent accounts certified to the tax rolls will be assessed an eight percent (8%) interest charge upon certification and the total assessment will be collectible along with the 2003 taxes. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ALBERTVILLE THIS 18TH DAY OF NOVEMBER, 2002. Scott Wallace, Mayor Linda Goeb, City Clerk 1 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO.2002-35 RESOLUTION ADOPTING ASSESSMENT FOR INSTALLATION OF LACENTRE AVENUE AND RELATED UTILITY IMPROVEMENTS WHEREAS, pursuant to proper notice duly given as required by law, the Albertville City Council has met and heard and passed upon all objections to the proposed assessment for the improvement of the following: Installation of street, curb, gutter, storm sewer, sanitary sewer and municipal water to LaCentre Avenue south of 57t' Street in Albertville, Minnesota. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ALBERTVILLE, WRIGHT COUNTY, MINNESOTA: 1. Such proposed assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. The assessment levied by this resolution shall be payable in equal annual principal installments extending over a period of 2 years, the first of the installments to be payable on or before the first Monday of January, 2003, and shall bear interest at a rate of 6.1% per annum from the date of this resolution until December 31, 2003. To each subsequent installment when due shall be added interest for one year on all unpaid installments. The last such payment shall be payable in the year 2004. 3. The owner of any property so assessed may, at any time prior to the certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City Clerk, except that no interest shall be charged if the entire assessment is paid within thirty (30) days from the adoption of this Resolution; and he may, at any time thereafter, pay to the City Clerk the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 1 of the next succeeding year. 4. The Clerk shall forthwith transmit a certified duplicate of this assessment roll to the County Auditor to be extended on the property tax lists of the County, and such assessment shall be collected and paid over in the same manner as other taxes. ADOPTED by the City Council this 18th day of November, 2002. ATTEST TO: Linda Goeb, City Administrator Scott Wallace, Mayor E CITY OF ALBERTVILLE LACENTRE AVENUE FINAL ASSESSMENT ROLL Property Assessment Property ID Description Amount 101-086-000010 Outlot A, Albertville Crossing $314,279.84 101-086-000030 Outlot C, Albertville Crossing $ 82,739.16 Total $397, 019.00 11 /14/02 9 • NORTHWEST ASSOCIATED CONSULTANTS, 6eowo 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN on — Telephone: 962.505.9636 Facsimile: 052.596.91337 planners@nacplanning.com PLANNING REPORT To: Albertville Planning Commission Linda Goeb, City Administrator From: Alan Brixius Date: November 6, 2002 Re: Albertville - JMJ Outlet Mall Phase III (Preliminary Plat) File No: 163.06-02.07 BACKGROUND JMJ Properties, Inc. is requesting Preliminary Plat approval and PUD Development Stage Plan approval for the JMJ Outlet Mall Phase III located on the parcel of land zoned B-3 Highway Commercial District in the northeast quadrant of 1-94 and County Road 19. Phases I and II of the JMJ Outlet Mall have been completed. JMJ Outlet Mall Phase III is located east of Phases I and II of the JMJ Outlet Mall. The total site area of the proposed development is 16.46 acres (717,063 square feet). The concept plan for the JMJ Outlet Mall Phase III was presented to the Albertville City Council on January 22, 2002. The minutes of the January 22, 2002 Albertville City Council Meeting indicate that the concept plan presented by JMJ Properties, Inc. met the 150 foot required setback from School Lake, left a natural buffer at the shoreline and showed impervious surface coverage of less than 75%. JMJ Properties, Inc., also indicated that having more parking than required by the ordinance (5 parking spaces per 1,000 square feet of floor space) would benefit all phases of the Albertville Mall. The applicant had submitted revised plans dated October 17, 2002 exclusive of a Grading, Drainage and Erosion Control Plan, Light Standards and Required Sign Criteria. Attached for reference: Exhibit A: Preliminary Plat Exhibit B: Site Plan Exhibit C: Site Landscape Plan Exhibit D: Plaza Landscape Plan Exhibit E: Paving Dimension/Signage/Striping Plan Exhibit F: Preliminary Overall Floor Plans Exhibit G: Exterior Elevations Exhibit H: Grading, Drainage and Erosion Control Plan Exhibit I: Final Sanitary Sewer and Water Main Plan Exhibit J: Final Storm Sewer Plan Exhibit K: SEH memo dated September 26, 2002 to Pete Carlson regarding storm water management practices Exhibit L: Light Standards Exhibit M: Required Sign Criteria Exhibit N: Northwest Site Access Exhibit O: Primary Site Access Exhibit P: Fence Detail EXECUTIVE SUMMARY The applicant requests approval of the following: • Site and Building Plans for Outlets at Albertville Phase III • Preliminary Plat • Conditional Use Permit for development in the Shoreland Overlay District • Conditional Use Permit for lot coverage in excess of 25% in the Shoreland Overlay District • Conditional Use Permit for development in the Wetlands Systems Overlay District • Planned Unit Development (consistent with Phases I and II of the JMJ Outlet Mall) The applicant is requesting to construct a shopping center in the B-3 Highway Commercial District through a planned unit development. The applicant is seeking flexibility as to Shoreland Overlay District standards, County Road 19 right-of-way dedication, shared access with properties abutting the site to the north and south, and parking standards to implement site changes requested by City Staff. The requested approvals require that the Planning Commission and City Council consider the applications in relation to the established Zoning Ordinance review criteria and Comprehensive Plan policies. Based upon Planning Commission and City Council workshop discussions and staff review, we are recommending approval of the plans dated October 17, 2002 with the following conditions and revisions: Development Agreement • All conditions imposed upon approval shall be incorporated into and made part of the development agreement. Preliminary Plat • The applicant must dedicate land to the City of Albertville for park, playground trail and public open space or pay a park dedication fee for the development of the proposed 16.46 acres of $121,557.10. • The applicant must dedicate seventy (70) feet of right of way for County Road 19 subject to the approval of the Wright County. • The applicant must dedicate ten (10) feet of trail easement abutting the seventy (70) —� foot County Road 19 right of way subject to the approval of the Wright County. • The applicant must dedicate drainage and utility easements to the City of Albertville. All easements dedicated and/or given to the City of Albertville are subject to the approval of the City Engineer. PLANNED UNIT DEVELOPMENT Site Access • Interconnection to the properties abutting the site on the north and south must be provided consistent with the recommendations of the City Engineer as set forth in Exhibits N and O attached hereto and incorporated herein by reference. The plans must clearly illustrate extension of the primary ingress/egress drive south to the site property line including relevant signage to accommodate access to the property JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 2 abutting the site on the south property line. The applicant must submit cross access easements evidencing such accommodation. • The applicant must revise the plans to relocate the northern site access consistent with the recommendations of the City Engineer as set forth in Exhibit N attached hereto and incorporated herein by reference. • The applicant must revise the plans to reflect one (1) ingress traffic lane and two (2) egress traffic lanes for the primary access drive extending from the primary site access south to approximately to the first curb cut in the primary parking lot in consistent with the recommendations of the City Engineer as set forth in Exhibit O attached hereto and incorporated herein by reference. • Curb cuts must be reviewed and approved by the City Engineer. The parking lot and drive aisle access roads, design, circulation and signage are subject to the review and approval of the City Engineer, Fire Department and Wright County. • All access to and from County Road 19 will be subject to review and approval of Wright County. Building/Parking Lot Setbacks • The proposed development must meet the required setbacks for the B-3 Highway Commercial District as amended by the Shoreland Overlay District and the Wetland Systems Overlay District. • The applicant shall implement the submitted parking design to minimize adverse impact, both visually and from a water quality perspective. Pedestrian Traffic • The applicant shall install two (2) pedestrian crossing areas extending from the southwest parking lot across the primary access drive consistent with the recommendation of the City Engineer as set forth in Exhibit O attached hereto and incorporated herein by reference. • Curb cuts and pedestrian landings should be installed through the landscaped parking islands for the two (2) pedestrian crossing areas from the southwest parking lot. • The plans must provide for installation of a sidewalk on the northern edge of the access road to Phases I and II of the JMJ Outlet Mall west of County Road 19 to complete the pedestrian corridor. Parking • The applicant must demonstrate the viability of the parking stalls along the northern property line of the site and designate the same for employee parking to be enforced pursuant to the terms of the development agreement. • The applicant shall maintain a parking ratio of not less than 5.2 stalls per 1,000 square feet of gross leasable floor area. • Parking stall and aisle dimensions must meet the required dimensions -set forth in the Albertville Zoning Code. • Any parking lot lighting must be hooded and arranged so as to reflect away from adjoining property and public rights -of -way and comply with standards set forth in Section 1000.10 of the Albertville Zoning Code. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 3 • A perimeter curb must surround the entire parking area with a minimum five (5) foot setback from any lot line. Refuse • The proposed screening walls for three (3) of the four (4) trash compactors must be extended to maximize screening. Staff recommends the long wall of the proposed trash screening enclosures be extended to a length not less than seventy (70) feet for the compactors located on the northern site property line and the east side of Building E. • All concrete trash pads on the plans shall be coded to coincide with the legend on the plans. • The plans must clearly indicate all proposed and anticipated trash disposal facilities or containers. • The applicant will install a chain link gate covered with screen panels across the entrance to the open service area for Building G consistent with the plans submitted for safety and screening purposes and to prevent customer parking within such service area. Site Grading • The site grading plan is subject to the review and approval of the City Engineer. • The applicant shall dedicate properly dimensioned drainage and utility easements to the City of Albertville, subject to the approval of the City Engineer. Architectural Standards • The building elevations must present aesthetic appeal and reflect continuity of architectural styling. Screening/Landscaping • Wetland restoration proposed by the applicant is subject to the review and approval of the City Engineer. • The applicant shall provide additional landscaping along the northern property line of the site consisting of not less than ten (10) trees placed between the plantings indicated on the plans to provide maximum screening from the Towne Lakes development to the north. • The applicant shall install a fence along the western, northern and approximately 94 feet of the eastern side of the southwestern parking lot as indicated on the plans and consistent with the specifications set forth in Exhibit P attached hereto and incorporated herein by reference. • The applicant shall provide additional plantings within the open space adjacent to School Lake staggered at various locations within the sixty (60) foot designated open space area. • The proposed screening walls for three (3) of the four (4) trash compactors must be extended to maximize screening. Staff recommends the long wall of the proposed trash screening enclosures be extended to a length not less than seventy (70) feet for the compactors located on the northern site property line and the east side of Building E. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 4 • All concrete trash pads on the plans shall be coded to coincide with the legend on the plans. • The applicant will install a chain link gate covered with screen panels across the entrance to the open service area for Building G consistent with the plans submitted for safety and screening purposes and to prevent customer parking within such service area. • An underground sprinkler system will be required to provide adequate maintenance of landscaped areas, except those to be preserved in a natural state. • The applicant/developer shall sod, seed, or mulch the site within thirty (30) days of building occupancy or provide an escrow deposit equal to one and one-half times the estimated cost of ground cover. • All landscaping must be completed within one (1) year following the date of occupancy and guaranteed for two (2) full years from the time planting is completed. Signage • The City must evaluate the Required Sign Criteria submitted for JMJ Outlet Mall Phase III and determine the effect of the differing standards from the Required Sign Criteria for JMJ Outlet Mall Phase I as revised November 8, 1999. Lighting • The lighting must be recessed so bulbs are not visible and have a 900 cut-off. • Light standards shall not exceed thirty (30) feet (including fixtures). • All lighting shall be on timers to dim or shut off after normal operating hours. Utilities • All utilities or construction over existing utility service lines are subject to review and approval of the City Engineer. Shoreland Overlay District • Buildings may not exceed twenty-five (25) feet in height. • The applicant shall maintain a forty (40) foot buffer adjacent to School Lake plus an additional sixty (60) feet of open space (total 100 feet). Passive recreational activities such as trails, picnicking, ponding, wetland replacement or plantings may occur in the sixty (60) feet of designated open space. • The applicant shall provide additional plantings within the open space adjacent to School Lake staggered at various locations within the sixty (60) foot designated open space area. • The plans must be submitted to the Department of Natural Resources. for review and comment. Wetland Systems Overlay District • The plans must clearly identify the "edge" of the wetland in accordance with the provisions of the Albertville Zoning Code. • The applicant must submit an application for conditional use permit and a wetland systems impact plan setting forth proposed provision for sediment control, water management, maintenance of landscaped features, and any additional matters intended to improve or maintain the quality of the environment. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 5 SITE PLAN/PRELIMINARY PLAT REVIEW Preliminary Plat. The site is comprised of 16.46 acres (717,063 square feet) located in the northeast quadrant of 1-94 and County Road 19. It is zoned B-3 Highway Commercial District and meets the required setbacks for the B-3 Highway Commercial District as amended by the Shoreland Overlay District and the Wetland Systems Overlay District. There is no minimum lot size requirement for property located within the B-3 Highway Commercial District. The plans accommodate the required eighty (80) foot right-of-way dedication for County Road 19 through a dedicated seventy (70) foot right of way and a ten (10) foot street, trail and utility easement adjacent to the designated seventy (70) foot right- of-way and required drainage and utility easements. Additionally, the site accommodates access to County Road 19 for properties abutting the site on the north and south property lines. Easements evidencing such accommodation must be provided by the applicant. The plans do not address dedication of land to the City of Albertville for park, playground trail and public open space. Prior to release of the final plat for filing, the applicant/developer is required to dedicate ten percent (10%) of the land to the City of Albertville for park, playground trail and public open space in accordance with Section A- 600.15 of the Albertville Code. Such dedicated land shall be reasonably suitable for its intended use and in the case of planned unit developments, shall be in addition to and not in lieu of open space requirements. Section A-600.15(c) requires that the preliminary plat show the location, area and dimensions of all areas to be dedicated for such purposes. The City of Albertville may require a cash contribution in lieu of such dedication in accordance with Section A-600.15(i) of the Albertville Code. Resolution #2000-21 sets forth park dedication fees for land use categories. Pursuant to Resolution #2000-21, the park dedication fee for commercial uses is $7,385.00 per acre. The park dedication fee for the development of the proposed 16.46 acres is $121,557.10. • The applicant must dedicate land to the City of Albertville for park, playground trail and public open space or pay a park dedication fee for the development of the proposed 16.46 acres o , . . ?� The applicant must dedicate seventy (70) feet of right of way for County Road 19 subject to the approval of the Wright County. • The applicant must dedicate ten (10) feet of trail easement abutting the seventy (70) foot County Road 19 right of way subject to the approval of the Wright County. • The applicant must dedicate drainage and utility easements to the City of Albertville. All easements dedicated and/or given to the City of Albertville are subject to the approval of the City Engineer. Site Access. The preliminary site plan indicates two points of access to the site from County Road 19. All access to and from County Road 19 will be subject to review and approval of Wright County. The primary site access will extend the access to Phases I and II of the JMJ Outlet Mall to the east. The primary site access is signaled and will provide the only egress from the site. The curb cut must be reviewed and approved' by the City Engineer. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 6 In addition, this site will provide access to and from County Road 19 for properties abutting the north and south property lines of the site. Access to the property abutting the southern property line of the site will be accomplished by extending the primary ingress/egress drive south to the property line. The plans must clearly illustrate extension of the primary ingress/egress drive south to the site property line including relevant signage to accommodate access to the property abutting the site on the south property line. In addition, the applicant must submit cross access easements evidencing such accommodation. The northern site access from County Road 19 with be "right in" only, provide ingress to the site, and be the designated truck entrance. The northern site access must also provide access to County Road 19 for the property abutting the site on the northern property line. The northern site access indicated on the plans raises concerns due to its proximity to the County Road 19 right of way. The City Engineer recommends that the northern site access be placed on the property line and has provided two (2) optional design suggestions attached hereto as Exhibit N and incorporated herein by reference. Staff has also recommended that the site provide additional access to the property abutting the site on the northern property line at the northeast corner of the site.. The plans incorporate this recommendation. As no egress onto County Road 19 will be allowed from the northern site access, the drive aisle along the northern boundary of the site is designated as "one-way" from the point of northern site access to the northeast corner of Building E and internal traffic flow will circulate and exit at the primary site access. After conducting a detailed traffic analysis and survey, the City Engineer has recommended that the plans be revised to provide two (2) egress lanes exiting from the primary site access to avoid traffic congestion. The plans must be revised to reflect one (1) ingress traffic lane and two (2) egress traffic lanes for the primary site access from the south curb cut extending approximately to the first curb cut in the primary parking lot consistent with the recommendation of the City Engineer as set forth in Exhibit O attached hereto and incorporated herein by reference. The parking lot and drive aisle access roads, design, circulation and signage are subject to the review and approval of the City Engineer, Fire Department and Wright County. The plans do not appear to provide an adequate turning radius for trucks at the southeast corner of Building F. The plans accommodate the required eighty (80) foot right-of-way for County Road 19. The plans indicate a seventy (70) foot right-of-way and a ten (10) foot street, trail and utility easement adjacent to the designated seventy (70) foot right-of-way. • Interconnection to the properties abutting the site on the north and south must be provided consistent with the recommendations of the City Engineer as set forth in Exhibits N and O attached hereto and incorporated herein by reference. The plans must clearly illustrate extension of the primary ingress/egress drive south to the site property line including relevant signage to accommodate access to the property abutting the site on the south property line. The applicant must submit cross access easements evidencing such accommodation. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 7 • The applicant must revise the plans to relocate the northern site access consistent with the recommendations of the City Engineer as set forth in Exhibit N attached hereto and incorporated herein by reference. • The applicant must revise the plans to reflect one (1) ingress traffic lane and two (2) egress traffic lanes for the primary access drive extending from the primary site access south to approximately to the first curb cut in the primary parking lot in consistent with the recommendations of the City Engineer as set forth in Exhibit O attached hereto and incorporated herein by reference. • Curb cuts must be reviewed and approved by the City Engineer. The parking lot and drive aisle access roads, design, circulation and signage are subject to the review and approval of the City Engineer, Fire Department and Wright County. • All access to and from County Road 19 will be subject to review and approval of Wright County. Build!na/Parking Lot Setbacks. The proposed development must meet the required setbacks for the B-3 Highway Commercial District as amended by the Shoreland Overlay District and the Wetland Systems Overlay District. The plans indicate that the buildings meet the 150 foot structural setback from School Lake as mandated by the Shoreland Overlay District. The plans indicate a seventy (70) foot right-of-way and a ten (10) foot street, trail and utility easement adjacent to the designated seventy (70) foot right- of-way. The building on the western portion of the site is set back thirty-five (35) feet from the seventy (70) foot right of way along County Road 19. The site is also subject to the provisions of the Shoreland Overlay District. Pursuant to Section 4905.42, all parking areas, roads and driveways must meet structure setbacks and must not be placed within the bluff and shore impact zone when other alternatives exist. They may be placed in these areas only when no alternatives exist and must be designed to minimize adverse impact. The structural setback for School Lake, a natural environment lake, is 150 feet. The parking areas indicated on the preliminary site plan do not meet the 150 foot structural setback. The site plan illustrates that no alternative parking locations exist. The applicant has demonstrated to the satisfaction of the City Engineer that the parking has been designed to minimize adverse impact, both visually and from a water quality perspective. • The proposed development must meet the required setbacks for the B-3 Highway Commercial District as amended by the Shoreland Overlay District and the Wetland Systems Overlay District. • The applicant shall implement the submitted parking design to minimize adverse impact, both visually and from a water quality perspective. Pedestrian Traffic. The plans must make provision for safe and adequate pedestrian movement through the site. The southwest parking lot is separated from the balance of the site via the entry drive. The plans dated October 17, 2002 indicate two (2) pedestrian crossing areas extending from the southwest parking lot across the primary access drive which is consistent with the recommendation of the City Engineer as set forth in Exhibit O attached hereto and incorporated herein by reference. Curb cuts and pedestrian landings should be installed through the landscaped parking islands. The northern edge of the JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 8 southwest parking lot is fenced to direct pedestrians to the designated crosswalk and prevent pedestrians from crossing the entry drive at this location. Staff anticipates pedestrian traffic from Phase III to Phases I and II of the JMJ Outlet Mall. The plans include a sidewalk along the northern edge of the primary entrance drive extending to County Road 19. To provide pedestrian access safely across County Road 19 to Phases I and 11 of the JMJ Outlet Mall on the west side of County Road 19, the plans must provide for installation of a sidewalk on the northern edge of the access road to Phases I and II of the JMJ Outlet Mall west of County Road 19. • The applicant shall install two (2) pedestrian crossing areas extending from the southwest parking lot across the primary access drive consistent with the recommendation of the City Engineer as set forth in Exhibit O attached hereto and incorporated herein by reference. • Curb cuts and pedestrian landings should be installed through the landscaped parking islands for the two (2) pedestrian crossing areas from the southwest parking lot. • The plans must provide for installation of a sidewalk on the northern edge of the access road to Phases I and II of the JMJ Outlet Mall west of County Road 19 to complete the pedestrian corridor. Parking. Parking requirements for the Planned Unit Development for Phases I and 11 of the JMJ Outlet Mall were established using the standards for retail stores and service establishments of one parking stall for each two hundred (200) square feet of floor area. Section 1200.9 of the Albertville Zoning Ordinance sets forth parking requirements for shopping centers as 5.5 spaces per 1,000 square feet of gross leasable floor area. The site plan dated October 17, 2002 submitted by the applicant met the parking requirements for shopping centers of 5.5 spaces per 1,000 square feet of gross leasable floor area. After incorporating revisions to the site plan recommended by City Staff and the City Engineer, the Preliminary Site Plan indicates approximately 5.2 parking spaces per 1,000 square feet of gross leasable floor area. The reduction in the parking ratio was driven by staff recommendations and should be acceptable provided the applicant maintains the required parking stall and aisle dimensions set forth in the Albertville City Zoning Ordinance as indicated below. 90 Degree P rking Design Specifications Stall Width Stall Depth Aisle Width Double Loaded Aisle Dimension 9 feet 20 feet 22 feet 62 feet The preliminary site plan illustrates parking stalls along the northern properly -line behind Building E. These parking stalls do not provide convenient access to the interior mail. Similar parking was implemented in Phases I and II of the JMJ Outlet Mall in anticipation that such parking would be used by employees. Subsequent site inspections have revealed that such parking is underutilized because it is inconvenient to customers and employees prefer to use customer parking areas. The viability of the parking spaces JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 9 bordering the northern property line is questionable. The applicant must demonstrate efforts to gain fuller utilization of these stalls by employees. As set forth in the Planning Report dated September 13, 2000, the experience with Phases I and II of the JMJ Outlet Mall is that the parking arrangement/drive aisle is not workable. Site inspections revealed that parking stalls located at the rear of the building were being utilized for storage of delivery containers, boxes, pallets, additional trash containers, garbage and refuse and angle parking. Trash dumpsters were frequently not located on the dumpster pads and were not screened from view. Such practices compromise the drive aisle and impede traffic flow and may block access for emergency vehicles. The Albertville Fire Department has cited this matter as an issue for Phases I and II of the JMJ Outlet Mall. A continuation of these practices at this site will not be allowed. Any parking lot lighting must be hooded and arranged so as to reflect away from adjoining property and public rights -of -way and comply with standards set forth in Section 1000.10. A perimeter curb must surround entire parking area with a minimum five (5) foot setback from any lot line. The surfacing and drainage plan must be reviewed and approved by the City Engineer. • The applicant must demonstrate the viability of the parking stalls along the northern property line of the site and designate the same for employee parking to be enforced pursuant to the terms of the development agreement. • The applicant shall maintain a parking ratio of not less than 5.2 stalls per 1,000 square feet of gross leasable floor area. • Parking stall and aisle dimensions must meet the required dimensions set forth in the Albertville Zoning Code. • Any parking lot lighting must be hooded and arranged so as to reflect away from adjoining property and public rights -of -way and comply with standards set forth in Section 1000.10 of the Albertville Zoning Code. • A perimeter curb must surround the entire parking area with a minimum five (5) foot setback from any lot line. Refuse. The plans indicate the location of four (4) compactors in areas that are fairly conspicuous to the general public. The proposed screening walls for three (3) of the four (4) trash compactors must be extended to maximize screening. Staff recommends the long wall of the proposed trash screening enclosures be extended to a length not less than seventy (70) feet for the compactors located on the northern site property line and the east side of Building E. Additionally, all concrete trash pads on the plans shall be coded to coincide with the legend on the plans. The plans do not illustrate or make provision for any additional trash disposal containers or facilities or recycling areas. Many tenants of Phases I and II of the JMJ Outlet Mall use dumpsters. Phases I and II of the JMJ Outlet Mall have had significant issues with dislocated dumpsters, storage of delivery containers, boxes, pallets, additional trash containers, garbage and refuse in the northern parking area. Trash enclosures and appropriate screening must be provided for all trash disposal facilities, containers and recycling areas. Trash disposal containers, facilities and/or JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 10 recycling areas in excess of the four (4) trash compactors depicted on the plans will not be allowed unless clearly designated on the plans. The plans indicate an open service area for Building G. Staff recommended gating such open service both for safety and screening purposes and to prevent customer parking within such open service area. The applicant has submitted plans for a chain link gate covered with screen panels that accommodates Staff recommendation and accomplishes the goals of safety, screening and preventing customer parking within such service area. • The proposed screening walls for three (3) of the four (4) trash compactors must be extended to maximize screening. Staff recommends the long wall of the proposed trash screening enclosures be extended to a length not less than seventy (70) feet for the compactors located on the northern site property line and the east side of Building E. • All concrete trash pads on the plans shall be coded to coincide with the legend on the plans. • The plans must clearly indicate all proposed and anticipated trash disposal facilities or containers. • The applicant will install a chain link gate covered with screen panels across the entrance to the open service area for Building G consistent with the plans submitted for safety and screening purposes and to prevent customer parking within such service area. Site Grading. The site grading plan is subject to the review and approval of the City Engineer. • The site grading plan is subject to the review and approval of the City Engineer. • The applicant shall dedicate properly dimensioned drainage and utility easements to the City of Albertville, subject to the approval of the City Engineer. Architectural Standards. The plans indicate that all exterior wall materials will be scored pre -cast concrete with color combinations including blue, red, yellow and green and a rubber membrane ballasted roof. The unique location of this site places all buildings located thereon within public view. Staff recommended that building elevations present aesthetic appeal and reflect continuity of architectural styling. The applicant has submitted revised plans for building elevations incorporating staff recommendations including continuity of architectural styling of the north and west elevations when viewed from County Road 19, architectural accent across the northern elevation of Building E through vertical treatment, addition of accent windows across the north and west elevations of Building D to harmonize the north, west and south building facades and present an attractive streetscape amount County Road 19. The revised plans indicate the location of all doors yet qualify that the same must be field verified. • The building elevations must present aesthetic appeal and reflect continuity of architectural styling. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 11 Screenin andsc�g. The plans include a site landscape plan (Exhibit C) and a plaza landscape plan (Exhibit D) illustrating landscaping within the courtyard surrounding the buildings, shade trees at various intervals surrounding the parking lots, along the eastern site boundary abutting School Lake and along the northern property boundary abutting the Towne Lakes development. The Albertville Zoning Ordinance requires that the site landscape plan be developed with an emphasis upon the boundary or perimeter of the site at points adjoining other property and the immediate perimeter of the structure. Lot area remaining after providing for off- street parking, off-street loading, sidewalks, driveways, building site and other requirements must be sodded, seeded, or mulched within thirty (30) days of building occupancy. In cases where the applicant/developer has not sodded, seeded, or mulched within thirty (30) days of building occupancy, an escrow deposit shall be required equal to one and one-half times the estimated cost of ground cover. Landscaping shall consist of ornamental grass, shrubs, trees, or other acceptable landscaping plantings. All landscaping must be completed within one (1) year following the date of occupancy. All plants shall be guaranteed for two (2) full years from the time planting is completed. An underground sprinkler system will be required to provide adequate maintenance of landscaped areas, except those to be preserved in a natural state. The landscaping plan should address wetland restoration. The applicant shall provide additional landscaping along the northern property line of the site consisting of not less than ten (10) trees placed between the plantings indicated on the plans to provide maximum screening from the Towne Lakes development to the north. In addition, the applicant shall provide additional plantings within the open space adjacent to School Lake staggered at various alternate locations within the sixty (60) foot designated open space area. As previously addressed, the proposed screening walls for three (3) of the four (4) trash compactors must be extended to maximize screening. Staff recommends the long wall of the proposed trash screening enclosures be extended to a length not less than seventy (70) feet for the compactors located on the northern site property line and the east side of Building E. Additionally, All concrete trash pads on the plans shall be coded to coincide with the legend on the plans. In response to staff recommendation, the applicant shall install a fence along the western, northern and approximately 94 feet of the eastern side of the southwestern parking lot. The fencing will both provide screening from County Road 19 and protect pedestrians from crossing the primary access drive. The applicant has submitted detail regarding the fencing proposed to surround the western, northern and approximately 94 feet of the eastern side of the southwestern parking a lot attached hereto as Exhibit P and incorporated herein by reference. • Wetland restoration proposed by the applicant is subject to the review and approval of the City Engineer. • The applicant shall provide additional landscaping along the northern property line of the site consisting of not less than ten (10) trees placed between the plantings JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 12 indicated on the plans to provide maximum screening from the Towne Lakes development to the north. • The applicant shall install a fence along the western, northern and approximately 94 feet of the eastern side of the southwestern parking lot as indicated on the plans and consistent with the specifications set forth in Exhibit P attached hereto and incorporated herein by reference. • The applicant shall provide additional plantings within the open space adjacent to School Lake staggered at various locations within the sixty (60) foot designated open space area. • The proposed screening walls for three (3) of the four (4) trash compactors must be extended to maximize screening. Staff recommends the long wall of the proposed trash screening enclosures be extended to a length not less than seventy (70) feet for the compactors located on the northern site property line and the east side of Building E. • All concrete trash pads on the plans shall be coded to coincide with the legend on the plans. • The applicant will install a chain link gate covered with screen panels across the entrance to the open service area for Building G consistent with the plans submitted for safety and screening purposes and to prevent customer parking within such service area. • An underground sprinkler system will be required to provide adequate maintenance of landscaped areas, except those to be preserved in a natural state. • The applicant/developer shall sod, seed, or mulch the site within thirty (30) days of building occupancy or provide an escrow deposit equal to one and one-half times the estimated cost of ground cover. • All landscaping must be completed within one (1) year following the date of occupancy and guaranteed for two (2) full years from the time planting is completed. Signage. The applicant previously submitted proposed Required Sign Criteria for the JMJ Outlet Mail Phase III. The proposed JMJ Outlet Mall Phase III sign criteria differs from the Required Sign Criteria for the JMJ Outlet Mall Phase I as revised November 8, 1999. • The City must evaluate the Required Sign Criteria submitted for JMJ Outlet Mall Phase III and determine the effect of the differing standards from the Required Sign Criteria for JMJ Outlet Mall Phase I as revised November 8, 1999. Lighting. The applicant previously submitted a luminaire schedule, location summary, and cut sheets showing light fixtures. • The lighting must be recessed so bulbs are not visible and have a 900 cut-off. • Light standards shall not exceed thirty (30) feet (including fixtures). • All lighting shall be on timers to dim or shut off after normal operating hours. UtiiitieS. All utilities or construction over existing utility service lines are subject to review and approval of the City Engineer. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 13 Shoreland Overlay District. The applicant did not submit a revised grading, drainage and utility plan. The site is located adjacent to School Lake, a natural environment lake designated #86--0025. Due to its proximity to School Lake, the site is also subject to the conditions imposed by the Shoreland Overlay District. The buildings meet the 150 foot required setback from School Lake. Pursuant to Section 4905.42, all parking areas, roads and driveways must meet structure setbacks and must not be placed within the bluff and shore impact zone when other alternatives exist. They may be placed in these areas only when no alternatives exist and must be designed to minimize adverse impact. The parking areas indicated on the plans do not meet the 150 foot structural setback from School Lake. The site plan illustrates that no alternative parking locations exist. The applicant has demonstrated to the satisfaction of the City Engineer that the parking has been designed to minimize adverse impact, both visually and from a water quality perspective. The plans indicate lot coverage in excess of fifty percent (50%). The applicant has implemented low impact development (LID) practices and/or other storm water BMPs that account for 4,450 cubic feet of runoff (for a 0.5 inch rainfall event) to reduce the effective lot coverage to fifty percent (50%) in accordance with the recommendations of the City Engineer attached hereto as Exhibit K and incorporated herein by reference. • Buildings may not exceed twenty-five (25) feet in height. • The applicant shall maintain a forty (40) foot buffer adjacent to School Lake plus an additional sixty (60) feet of open space (total 100 feet). Passive recreational activities such as trails, picnicking, ponding, wetland replacement or plantings may occur in the sixty (60) feet of designated open space. • The applicant shall provide additional plantings within the open space adjacent to School Lake staggered at various locations within the sixty (60) foot designated open space area. • The plans must be submitted to the Department of Natural Resources for review and comment. Wetland Systems Overlay District. The site is also subject to the conditions imposed by the Wetland Systems Overlay District [§ 5000]. The Wetland Systems District boundary lines are established at the edge of the wetland. The Albertville Code defines the edge of the wetland as "... commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial." The plans must clearly identify the "edge" of the wetland in accordance with the provisions of the Albertville Code. Any development or construction within the Wetland Systems Overlay District requires that the applicant submit an application for conditional use permit and a wetland systems impact plan setting forth proposed provision for sediment control, water management, maintenance of landscaped features, and any additional matters intended to improve or maintain the quality of the environment. The purpose of the wetland systems impact plan is to eliminate potential pollution, erosion and siltation as much as possible. The wetland systems impact plan must set forth proposed changes requested by the applicant and affirmatively disclose what, if any, change will be made in the natural condition of the earth, including loss or change of earth ground cover, destruction of trees, grade changes and its JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 14 effect, if any, upon lakes, streams, water course and marshes, lowlands and wetlands in the area. The wetland systems impact plan must minimize tree removal, ground cover change, loss of natural vegetation and grade changes as much as possible, and must affirmatively provide for the relocation or replanting of. as many trees as possible that are proposed to be removed. The plans indicate a drainage and utility easement within the shoreland area. • The plans must clearly identify the "edge" of the wetland in accordance with the provisions of the Albertville Zoning Code. • The applicant must submit an application for conditional use permit and a wetland systems impact plan setting forth proposed provision for sediment control, water management, maintenance of landscaped features, and any additional matters intended to improve or maintain the quality of the environment. RECOMMENDATION Staff recommends approval of the requested preliminary plat and PUD Development Stage Plan of the JMJ Outlet Mall Phase III subject to the conditions of approval set forth in the Executive Summary. ACTION REQUESTED W A motion to approve, deny or conditionally approve the preliminary plat and PUD Development Stage Plan of the JMJ Outlet Mall Phase 111. JMJ Outlets at Albertville Phase III Preliminary Plat, Site Plan, PUD, CUP Page 15 ` I i 1 ut 1 y WIGHT CDUNT'i—� i HIGHWAY i N0. 18 � ap IV ��dWtW4W7► _ — �_ — � . o 1 m 1 U n � 1 1 1 1 1 Is 1 1 I 1 1 1 1 1 1 � t 1 1 1 1 1 1 1 1 1 1 1 : a • • r t a A H U�$$ . >n OUTs AT ALBER Iai a. AaaVY/YesD• dIQ /W W pp•�• p1 IM att' ,,,UM7 OATC OLfCNPi1G11 \ 3RD ADDITION �►! •...l.>. w .r..••�•. w •w,r ar ••er •q, ael. • a:r M/ra stsm -- ..Me AMP I•nr• o Ails lkrr•0 lane WAM tM nmLVAM ��111 �y a�ya. tM Nw d IM �'1 iI ALBERTV�l� r1N' +y f�/-SUM MM• d YY•r1•. � W.soUBMAL V, \ JMJ PROPERTIES INC H "s.�rrw R,ra[ N°` >/�t r�,,..u; r u 1L:E a174/e� PRELIMINARY PLAT 011• f so V. 2 trn •°�� p� Q4$� tit •a; IL III 1p im "" °"O/O1 '"'° atc t1E7C1�t1Y,t VILLE OUTLETS AT =ONT John Over a AesooMtea dxa v ., +^�'"+an / "O t New. a nMM Ilq' •M rWnt.M. an0 !K/P,)l t,6/t!l •�_ — W _ DI wN M+ru .&. tM'ntn /ww. n 01 1 an a AN Ij NwY IaM fl.w/., unOr IM I.w a u» ORM N fft PBY/BIC/Nfd -- �— AD 'a 7F-IIr/Nr •la. a Mnrrl. acaRo er. M. ,noa D W\ J PROPERTIES INC . w74 PRELIMINARY PLAT COUNT'-* WRIGHTCOUNTY V HIGH NO. ■ . MAN 'so 10 mili��1,1j cr .4 iliallil GUM AIIIIIIIIIIIIN W., ow, JIVIIIIIIII, ENO, 9 ti ail ppPx i{ $ U (Tl \� j V \ OUTLETS AT ALBERTVILLE PHASE 3 N.BENTVILIE MN JMJ PROPERTIES . INC. PAVING - DMENSIGN SIGNING - STRIPING PLAN John Ov.. A� sue°.°.°rys...k0 aN ..+I. .v..W. m rr... rR...... Fa-..i-ara rr »a-..F-u.. -44 .AR... to A,.- ' h= ° Wy UM iN. abn W- �: w`ww aww ��r wr�;r. A.r �krrW W� "" •�` �+�. MIL. 9/M/04 asrr, er. r.mm INNr1 rr.�-tlflltlM: aEcrEr er:— o`u 3 � DATE �scmvror LL -2... 1n !1�12�. t!♦L� __ ggL��n�r��Pr.gK.� LET .R. � a.�w.. mb� �` 0— ./T./Oa R.q. W. LlU 7m. MONE FILE NG.: .R Ljo-a3 - ----'-- L" m '� 90i Ilfllllllfo-� ,.. x rE ,n = ra 2 rrrnw.��a. ax�s�w 00 � mil z L d"anw. IS. mw A I:N rM a nb3o�a� CA) V �• z ob 0 5 a �� T❑1 i4 — jQ� M Pll_call V z Ikw.lny �wx1: 1//S-A// M.9r/ ].veJ un: IwIWM 15. Mm A 2:5S fM � nt c,un.or a 1, I g4R (.OT , Jib7 Or; - WRIGHT COUNTY ""A H/GHW - -_«_; --- o, 4 I 1 � AO .p x i s 1 �O 1 at C i / r ! It I • 11 all byio j = I Mill. BSI I 1. S I 1 - I, 1 H �� * L 1 ddN``111��^�1111111V��/111 O O I S; a N �J L- x u, 1!i 1 v i \� /III N I S 1 i aa= °� L xg� It { "Ali I pT A Its �T I Ong 1 m b 8 p 9 \W ;j :0 OUTLETS AT ALBERTVILLE PHASE 3 ALBNRMLL MN JMJ PROPERTIES . INC. FINAL SANITARY SEWER & WATERMAIN PM PLAN ✓oM ONVK 3 Addog tN NNa ...I �w..«...+...s+.. s...r,... aBs s7p. Aw w . m sww, sw.rwa asass 762'-"#-SM /Af 7W"1-4I86 nwrr..nry BwA w. OW w..- n.wro.. a, .wn ... VOW" sr . ew Ina I ew : + ue r a- ii10n° uan...r Br. No7 a dr..lob Iprno.o/a siwwws lulc 9/7e/02 On ra. 16733 BATE o./W _ oB AYN eT: am C1wcm BY. rmAA om n. smwAT TEXT. wort !LE N0: -... wogm, )I "V a. DATE �� B ANB CAB B1B ur wul�s MR— w so sl.... n.w..+w a..onlww cbw . IwruroxY — c m x P OUTLET .A a s® awl Pt _ p \ < is �� >E� to \,,,�j tgaR+.1b® \\S(Q�jstl� ®o' N D Y R 9 PH a KID i K� ^ �'•` _"' �S 4 P-M all bb � V Y N 3 3 Y� g .PA a$ � $s IwN erltty "t ell. REV 5 7 OUTLETS AT AlBER LLE PHASE 3 John OErrar d Aasoctatea, Ma e.�-�. 9c y M't — Wi b by OATE' 9/26M No DATE \� �. w. I ...w y a .'.t „. the Mum en R. 91Rtowe •rn RNh[Me l4i ALBERTVILLL MN bro ohy. A..w... Rtwe, IQ. aul Lk .w %a- ..w.a YVJ Ih. taw. a DRAM 9T: edc -i_.-..oEscwn _ k Yte...a. N966 a yN-NI-ro7t ldE TN-HI-Nro th..tm.. aw"co 9N. TY/RA --- --- \ JMJ PROPERTIES . INC, om... w�" I; rid 9...hlt.i a wr... Yie...t. slot Rc— 9w9 rr�srr TEXT: "aw FINAL STORM SEWER PLAN s 9/tb/a2 Rp. N I6).).f FLE NO.: _Mnj. Q W CYP MEMORANDUM 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 651.490.9000 800.325.2055 651.490.2150 FAX TO: Pete Carlson, SEH - St. Cloud FROM: Ron Leaf, Jon French, Todd Udvig, SEH - St. Paul DATE: September 26, 2002 RE: Review of storm water management practices: Outlets at Albertville - Phase III SEH No. A-ALBEV0308.00 Storm Water (Lot Coverage Credits) A review of the site plans submitted .to the City of Albertville by W Properties, Inc., dated August 12, 2002, for the Outlets at Albertville, Phase II, determined that the impervious lot coverage for the site is approximately .71.4%. This exceeds the 50% effective lot coverage threshold allowed under the City's .Shoreland Ordinance. Based on our review of the 16.46-acre .site, low impact development (L ID) practices and/or other storm water BMPs that account for a total of 4450 cu. feet of runoff (for a 0.5-inch rainfall event) are needed to reduce the effective lot coverage to 50%. This assume the actual lot coverage stays at 71.4%. Both infiltration and non -infiltration methods could be applicable to. the site. The Wright County Soil Survey Manual defines the subsurface soils as being of the Haden, Dundas, and Nessel soil series. These underlying soils are associated with permeability rates ranging from 0.2-0.63 inches per hour. LID practices applicable to this site include depressed parking islands in the southern portion of the south parking area. Other options include grated -infiltration trenches, rain gardens and/or a grass swale along the southern portion of the property. For example, a rain garden located at the southwestern edge of the site, with a surface area of 2000 sq. feet and a depth of one foot, would treat approximately .2000 cu. feet of runoff from the southwest parking lot. Drainage from_ the lot could be conveyed to the rain garden through a curb -cut section at the south end of the lot. Runoff from larger events would be directed back into the storm sewer system or into a grass swale. Either option would ultimately discharge into the detention pond located on the east side of the site. The following is, a summary of approximate runoff credits for various storm water options at the site: Credit Needed = 4450 cu.ft. Rain garden south of Southwest parking lot (curb cut from lot) 2000 cu.ft. Approx. 3200 sq.ft. x 1.5 ft deep Rain garden northwest comer of Bldg. D 750 cu.ft. (Approx. 1200 sq.ft. x 1.5 feet deep) Grass swale along south/southwest property boundary 1250 cu.ft. (Approx. 250 feet x 1 foot deep - curb cuts from parking lot) Infiltration trench(es) between parking islands throughout site 100 cu.ft. each"_.: located to capture sheet flow (Approx. 50 sq.ft. x 1.5 ft-deep each) Depressed parking lot islands - bio-retention areas 60 cu.ft. each (Approx. 100 sq. ft x 1.5 ft. deep each) Short Elliott Hendrickson Inc. Offices located throughout the Upper Midwest We help you pLan, design, and achieve Equal Opportunity Employer EXHIBIT K Outlets at Albertville September 26, 2002 Page 2 Wetlands The use of rain gardens as credit for wetland mitigation is possible. However, the rain garden design would have to meet wetland criteria and' not receive direct storm water discharge without pretreatment. Essentially, they would need to create a two -cell storm water treatment system with the second cell being the rain garden. The pretreatment would have to be designed and constructed to meet 50 % phosphorus removal as required by WCA. Additionally, the rain garden would need to be designed for a maximum 24-inch rise in water level for the 10-year-critical storm event and the design standards for a replacement wetlands must be followed. The goal would have to be a palustrine emergent wetland. In reality, it does "not appear that the developer would be able to meet these requirements within the confines of the site, especially considering the current site layout The avoidance of wetland impacts should also be evaluated further. If the site design involved moving or rearranging a building layout in order to avoid wetland impacts the developer may not have to provide the additional compensation (i.e., approximately 0.3 acres) since there would be zero or reduced impacts to one or more of the wetlands. Additionally, credit could be granted .for the vegetative restoration.of the wetlands avoided if additional credit is needed. Is all of the parldng shown on the site plan necessary to meet City requirements? Can they reduce the number of parldng spaces? Another possibility is for the site design to have the replacement wetland in the south portion of the site, move the longer building to the east and avoid wetland impacts. There must be enough watershed to support the avoided wetland as it currently exists. Also why couldn't the buildings be two story to avoid wetland impacts? Attachments: . Site Maps With LID Practices Options ("Outlet North" and "Outlet South") o:hvater11 orn4mjoutietwiew.aa PROFORMER �tCeMEDIUM/LARGE • Square, formed aluminum housing with smooth sides. • Extruded aluminum door with square, clear, convex tempered glass lens, fully gasketed to housing, secured with hinge and two captive screws. Optional flat glass lens requires reduced - envelope lamp. • Specular, anodized aluminum, segmented reflectors for vertical lamp, provide Type III, IV, V square, or V rectangular light patterns: IESNA Full Cutoff lighting classification achieved with flat lens. Tool -less fasteners allow easy access to ballast. Extruded aluminum arm provided for pole mount. Spider mount has four twin -tube arms attaching housing to pole top fitter. Yoke mount has two square arms securing housing to pole top fitter. Mogul porcelain socket, pulse rated' with spring loaded, nickel plated center contact and reinforced lamp grip screw shell. CWA type ballast, HPF, starting rated at -20•F (400F for HPS). TGIC thermoset polyester powder paint finish with choice of six standard, and four premium standard colors. • UL and CSA listed for wet locations. order No, p © © p © p p Example PFII - PM -_.. M1000 - VS - MT - PR - DBZ Model PFI - 250w-400w PFIi - 450w-1000w Mounting Mode PM - arm mount rli std - 6" arm for PFI std - 10" arm for PFii, required for PFi at 90" spl - 12.5" arm required for PFII at 90" SM-PAD - spider mount for SQSP or SQAP 4", 5", or 6"pole SM-SF - spider mount with slipfitter for 2%" OD tenon YM-PAD - yoke mount for SQSP or SQAP 4", 5", or 6" pole YM-SF - yoke mount with siipfitter for 2'h" OD tenon 'Reduced -envelope lamp required with flat lens. 2ED-37 lamp required with 1000w HPS. 3PFl1 only. °Factory ired for 277 volt unless specified. © Lamp Types/Watts PFI` METALHALIDE M250 (ED-28) M400 (ED-37)' PULSE START METAL HALIDE M25OPS (ED-28)' M320PS (ED-37)' M35OPS (ED-37)1 M40OPS (ED-37)1 HIGH PRESSURE SODIUM S250 (ED-18) S400 (ED-18) PFII METAL HALIDE M10011 (BT 56)' PULSE START METAL HALIDE M45OPS (ED-37) M75OPS (BT 37) — M1000PS (BT37) HIGH PRESSURE SODIUM S1000 (E-25)1 Q Reflector III - asymmetric IV - forward throw VS - symmetric square2 VRT - symmetric rectangular' Vertical lamp luminaire for maximum pole spacing with uniform lighting in. parking lots, shopping centers, auto dealerships, parks; and recreational areas. IESNA FULL CUTOFFAVA/LABLE MTFI FLAT LENS ® Voltage MT- multi -tap' (120208240277v) 347 480 Options PR - photo receptacle (less cell) PRC - photo receptacle with cell FS - fusing (specify voltage) QZ - quartz standby time delay (D.C. bayonet base lamp included) FG - flat glass lens (requires reduced -envelope lamp) CS - internal house -side cutoff shield (flat lens only) Color STANDARD PREMIUM STANDARD DBZ-- dark bronze MBZ - medium bronze SGB - black BGE -beige SWT- white UV - light ivory FRG gray CMB - burgundy' PLS - platinum silver FGP - forest green Wmenstons B. I l I A B C D E EPA WtJLbs. 9Z]i' — A —►) C D (PM) (PM) E I PFi 21.12" 12" 37.25" 39.5" 1 2.87" 2.7 1 50 1 PFII 25" 16" 45.5" 46" 1 4" 4.0 84 Arm Mount Yoke Mount Spider Mount (PM) (YM-SF) (SM-SF) EXHIBIT L REQUIRED SIGN CRITERIA Phase III Albertville, Minnesota Option 1 - Illuminated September 9, 2002 GENERAL A. All proposed signage must be approved in writing by Landlord prior to fabrication and/or installation. - B. Submitted applications will include scaled drawings detailing the following: Materials and colors. 2. Dimensions. 3. Illumination detail. 4. Mounting detail. C. All portions of sign construction and/or installation detail will meet requirements set forth by Owner, subject to local, state or other municipal approval. D. Sign installation crews are to report to the Owner's Field Representative or mail manager upon arrival at job site.. Failure to do so may result in removal and .relocation of signs, fascia repair, etc. at sign contractor's expense. E.. All cutting and patching shall be subject.to the direction and approval of the General Contractor. The Subcontractor shall not endanger the stability of the structure by cutting, digging, etc., and shall not cut or alter the work of any other Contractor. F. Proof of sign permit will be required before installation of any signs, and will be subject to approval by Owner's Field Representative. Any cutting, drilling, etc. of the building fascia will be sealed to prohibit moisture entering the building. G. Sign installation contractor to field verify fascia height to determine if lift truck, etc. Will be required. H. Landlord's responsibility relative to Tenant's signs is limited to approval solely of Landlord's purpose, and Tenant bears the full and final responsibility, financial and . otherwise, for the following, relative to Tenant's.signs: 1. Meeting all applicable regulatory, approval, code and permit requirements. 2. Proper installation, operation, maintenance and repair of Tenant's signage. 3. If Tenant changes artwork and/or design of sign or vacates space; Tenant bears the full responsibility and expense to remove signage and restore or replace fascia to its original condition. If signage has not been removed and/or does not meet Landlord's approval, Landlord shall complete and back charge Tenant all cost to complete said work. EXHIBIT M REQUIRED SIGN CRITERIA Phase III Albertville, Minnesota 9/09/02 I. Landlord reserves the right, at its discretion, to install other tenant's signage on Tenant's exterior walls. J. All work must be done before mall hours. If. ILLUMINATED STORE IDENTITY SIGNS (by Tenant) A. Sign Description: 1. Internally illuminated, individual reverse channel letters, Pin mounted 1 1/2' off of building facade. B. Materials: 1. Individual letters shall be 4' reverse channel metal letters, pin mounted to wall with blind anchor attachments and a maximum (generally 1 112' to 1 3/4' is sufficient) C. Color Specifications: I. Letters shall have a painted faux metal patina - finish. Sample to be submitted to Landlord prior to City submittal. D. Size: 1. Maximum overall sign height not to exceed 36". Maximum length not to exceed dimensions shown on elevation drawing. Signage to be centered within these dimensions. Landlord will establish maximum sign sizes for each tenant to ensure the architectural integrity of the building elevation as a whole. E. Illumination: 1. All signs are to be "halo fit'. No plex faces allowed. Neon to be 6500 white with 60 MA transformers. The sign's electrical components: ballast, transformer; etc. are to be fully enclosed in a metal waterproof raceway mounted on the interior side of the wall. F. All sign components and installation procedures shall carry a UL label. G. Sign Location: 1. Positioning of fit signs may vary. Sign location drawing to be provided by Owner. H. Owner/Landlord will furnish electrical junction box centered behind sign band from Tenant's panel. Sign contractor to contract final electrical connection. -2- REQUIRED SIGN CRITERIA 9/09/02 Phase III —Albertville, Minnesota 1. Specifically not permitted; but not limited to: 1. Any flashing action, moving action, or audible action sign parts. 2. Listing of products, unless pare of name of logotype. 3. Plastic molded letters, illuminated or otherwise. " 4. Cabinet or box signs. 5. Visible ballasts or transformers. III. UNDERCANOPY SIGNS Landlord to provide with Tenant reimbursing the cost to Landlord. 1'-0" high x 3'-0" long. IV. BACK DOOR LETTERING (by Landlord) A. Each store will have one set of 4" vinyl cut letters with store.name. List of products will not be permitted unless part of name. -3- 11/04/02 10:53 FAX 320 229 4301 SEH _. 11 001/002 i FAX TRANSMITTAL .ram 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 ❑ FIELD OFFICE. SEH FILE NO: 320.229.4300 800.572.0617 320.229.4301 FAX DATE: 1/- 4 4' -t-- FROM:i '+ TOTAL PAGES: %- (Including cover sheet) 0 URGENT ATTN. at—, fy: ATTNATTN. r rTm (,/!^ ew CO/ORG: 99 + OW ,dig- _ CO/ORG: l.• PAS. COIORG: A44e_ FAX NO. G.rJ I. E t FAX NO: FAX NO` PHONE PHONE PHONE ATTN: P-11 iki?, 47uI"t ATTN: 601J 404 ATTN. k s6 A. �,.e CO/ORG:.Cairt I. ,4e CO/ORG: CO/ORG: ;5 d191101 FAX No- 7, ?5"11A FAX NO: _ 7�p3-• [� FAX NO: t` 2.4 ^ +41. PHONE: - PHONE: PHONE SUBJECT'_ _66.� 1,Str . REMARKS: We are ❑ Sending original by mail ❑ Sending by FAX only ❑ Sending as requested For your ❑ lnformatlaWRecords ❑ Review and comment ❑ Approval ❑ Action ❑ Distribution ❑ Revision"and resubmittat If transmission was not received properly, please contact the'sender at the phone number above WE REQUEST A RESPONSE FROM YOU BY., DOOMM s got Short Elliott Hendrickson Inc. Your Trusted Resource Equal Opportunity Employor EXHIBIT N 11/04/02 10:54 RU 320 229 4301 SEH IL F.] 9 11002/002 EXHIBIT N 10/3f/02 15:26 FAX 320 229 4301 -SEH 10001/003 AW IN ANEW EW FAX TRANSMITTAL 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 800.572.0617 320.229.4301 FAX FIELD OFFICE. 0 URGENT DATE �[ FROM: r1O SEH FILE NO: TOTAL PAGES: 3 (induding covershoet) ATTIV. 1"lD/',� ATTN.- /�i�.ed d.Y`/elect ATTN. CO/ORG. C/r"W &a kilej CO/IDRG 114e- CO/ORG: FAX NO: /'' 7` "4e.I/ FAXNO: %SZ''595-193% FAKNO: PHONE. PHONE: PHONE: SUBJECT: rr�)lA'L REMARKS: l�sf//-Cv �o IZV1 i.I a WiS W 26 -30 Araj. -.wit A2 401 74,?- 4M4 74 0 Ct fr6'L01 cU1d 140. 11Y - _ '-�Ka� J�GI//Lr✓ le-1 A-v- aft." We are ❑ Sending original by ma17 ❑ Sending by FAX only ❑ Sending as requested For your ❑ Informalion/Records ❑ Review and comment ❑ Approval,-, ❑ Action ❑ Distribution - ❑ Revision and resubmittal If transmission was not received properly, please contact the sender at the phone number above WE REQUEST A RESPONSE FROM YOU S y. Sol Short Elliott Hendrickson Inc. Your Trusted Resource Equal Opportunity Employer EXHIBIT 0 10/31/02 15:26 RU 320 229 4301 SEH ,�+`, ;. Y�.� i fL'_� y-.... VIPU .L • - 1 i Fes_• .,:.� 7 `� i ;� ,.•... :•. ice•• ,. .. ��c� ::i.3 JA ..-..---- ir • t , 1 i �: ...._.. ..__.......... - -- _... Illi _.......... Ft t. i tl it 1� ........ 'lV ,x .....'. I a 002/003 EXHIBIT 0 10/31/02 15:27 FAX 320 229 4301 SEH RD003/003 � � '' �..... �..� ...-.._�...t..yC-ti"ttyStl:'�ti'• ! �x t(o •_! i 'f . .'i � I iIL it Is i .� ' lam.. _. _.. t`-.� ..__�._+�'1! _._.... I� • t _ ....... _. _ _ ! 5` •t !! it i! . _• I i . i �• Ley •. EXHIBIT 0 lU: ZZ•'UZ t'Uh 14: JJ t•ALL ZJ1 7V?5 4Ull Jai rxurhxl1t.5 lAj UUZ hFIX No. P. 03 Haouw '? for WcKhj:!;) j i } i I 1 i t I t ti 1 i EXHIBIT P g n O ev C4 W d a Q w U 2 zo 'd IN xHa EXHIBIT P rr r nn. to 9 4=T.T}T: tn)T.T f Wf TTO* 091 T r7 VVJ PP _ bT-+n;rn-...7A /27 /AT CITY OF ALBERTVILLE Applicant's Name: JMJ Progerties, Inc. 11-12-02 City Council Findings of Fact & Decision - Preliminary Plat - PUD Development Stage Approval Request: JMJ Properties, Inc. is requesting Preliminary Plat approval and PUD Development Stage Plan approval for the JMJ Outlet Mall Phase III located on the parcel of land zoned B-3 in the northeast quadrant of 1-94 and County Road 19. Phases I and II of the JMJ Outlet Mall have been completed. JMJ Outlet Mall Phase Ill is located east of Phases I and 11 of the JMJ Outlet Mail. The total site area of the proposed development is 16.46 acres (717,063 square feet). Planning Commission Meeting Date: 12 November 2002 City Council Meeting Date: November 2002 Findings of Fact: Based on review of the application and evidence received, the City Council now makes the following findings of fact and recommendation: A. The legal description of the subject property is attached as Exhibit A. B. The Planning Report dated 6 November 2002 prepared by NAC, Inc. is incorporated herein. C. The memo dated November 6, 2002 prepared by S.E.H. is incorporated herein. D. The Planning Commission Recommendation for the application is incorporated herein. E. The City Council finds the preliminary plat acceptable for the platting of the 16.46 acre site as Lot 1 Block 1 Outlets at Albertville P Addition including required road right-of- way. F. The Preliminary Plat of Outlets at Albertville 3�d Addition I consistent with the applicable provisions of the Albertville Zoning and Subdivision Ordinances as well as policies of the Comprehensive Plan. G. The Site and Building Plans are in substantial compliance with the Albertville Zoning Ordinance (with the conditions outlined herein). H. The lot area, setback and dimension standards which are applicable to the preliminary plat have been met as illustrated on Exhibit E. Decision: Based on the foregoing considerations and applicable ordinances, the preliminary plat and PUD Development Plans for Outlets at Albertville Td Addition are 1 Outlets at Albertville a Addition Recommended Findings of Fad EXHIBIT A LEGAL DESCRIPTION PARCEL 1 The North 246.55 feet of Government Lot 6, Section 36, Township 121, Range 24, Wright County, Minnesota. PARCEL 2: The South 273.12 feet of the North 519.67 feet of Government Lot 6, Section 36, Township 121, Range 24, Wright County, Minnesota. PARCEL 3: That part of Government Lot 6, Section 36, Township 121, Range 24, lying South of the North 519.67 feet and North of the following described line: Commencing at the Northwest comer of said Government Lot 6; thence South along the West line of said Government Lot 6, 814.01 feet to the beginning of the line to be described; thence Easterly deflecting 104 degrees 10 minutes 44 seconds left, 150.59 feet; thence Easterly deflecting 20 degrees 03 minutes 01 seconds right, 59.53 feet; thence Southeasterly deflecting 27 degrees 43 minutes 20 seconds left, 237.88 feet; thence Southeasterly deflecting 11 degrees 26 minutes 04 second left, 117 feet, more or less, to the shoreline of School Lake and terminating thereat. Legal Description from Preliminary Plat (Sheet 1 of 3) prepared by John Oliver & Associates, Inc. dated September 10, 2002. 6 EXHIBIT A Outlets at Albertville a Addition Recommended Findings of Fact AMW MEMORANDUM 1200 25th Avenue South, P.Q. Box 1717, St. Cloud, MIS 56302-1717 320.229.4300 800.572.0617 320.229.4301 FAX TO: Linda Goeb City Administrator Albertville, Minnesota "JAM Peter J. Carlson, P.E. City Engineer November 13, 2002 RE: Public Works Building Albertville, Minnesot4 SEH No. A-ALBEVO$02.00 14 At a previous council meeting questions were raised regarding the cost estimate for the public works building and how it compared to the fire station. The following is some information. for the council to consider: Fire Station —1999 Bid Total Building Area = 7,800 sq. ft. pl4s 2,160 sq. ft. for the mezzanine Building Cost Only = $711,087 Cost per sq. ft. = $71.61 Cost per sq. ft. considering 50/a/yr Mn ation = $87.04 Public Works Building 2003 Bid —Estimate Total Building Area = 21, 938 sq. ft. (includes county space) Cost Estimate for Building Only = $1,961,535 Cost per sq. ft. = $89.41 To date we have include costs for i regarding some of these items. This council agenda for further discussion c: SAsccvlperakul9on\pub1icworks.doe such as a hydraulic lift. No decision has been made have an effect on the overall cost. Please add this to the Short Eldott Hendrickson Inc. .` • Your Trusbd Resource • Equal Opportunity Employer Minnesota Department of Public Safety LIQUOR CONTROL DIVISION 444 Cedar SL, Suite 100 L, St. Paul, MN 55101-2156 Fax (612)297-5259 (612)296-6430 TTY (612)282-6555 CERTIFICATION OF AN ON SALE AND/OR SUNDAY LIQUOR LICENSE No license will be approved or released until the S20 Retailer ID Card fee is received by MN U. uor.Contrul Workers Compensation Insurance Company Policy* LICENSEE'S SALES dt USE TAX ID # To apply for sales tax number, call 296.6181 or 1-800-657-3777 ISSUING AUTHORM CITY OF f ► COUNTY OF Liocnsce Name (C ration, Partnership, Individual) DOB Trade Name or DBA Business Address city zip Code 8 '`. ✓C AIE A A We 5-30 er-i-s License Type (Chock one or both) License Period County :Q On Sale Sunda From To tkf ri I,. + `' On Sale License Number On Sale Fee Sunday License Number I Sunday Fee Business Phone I 7717 If a partnership, state the name and address oteach Partner If a co ration state the name and address of each of leer. Partner/Officer Name (First, middle and last) DOB Title Address Partner/Officer Name (First, middle and last) DOB Title Address Partner/Officer Name (First, muddle and last) DOB Title Address - The Licensee must have one of the following: (ATTACH CERTIFICATE OF E4SURANCE TO THIS FORM.) �one A Liquor Liability Insurance (Dram Shop) - $50,000 per person; S 100,000 more than one person; S 10,000 Property Destruction; S50,000 and S 100,000 for loss of means of support. or OB. . A bond ofa surety company with minimum coverage as spo cified above in A. or OC. A certificate from the State Treasurer that the licensee has deposited with the State, Trust Funds having a market value of S 100,000 in cash or securities. ❑ Yes XNo During the past license year has a summons been issued under the Liquor Civil Liability Law (Dram Shop)? If ycm attach a copy of the summons. Check those items that anoly Circle one Transaction Type 0 New 0 Revoke/Cancel Suspend/Revoke/Cancelled Transfer 0 Suspension From To Trans er of ownership from (Name and Address) � _OKG S +0 &6.e,4 nG I certify that this license was approved in an offmial meeting by the governing body of the city or county. City Clerk's Signature Date IMPORTANT NOTICE All retail liquor licensees must have a current Federal Special Occupational Stamp. This stamp is issued by the Bureau of Alcohol, Tobacco and Firearms. For information call (612)290-3496 PS 9011-94 I Minnesota Ikpartrnent of Public Safety mod' LIQUOR CONTROL DIVISION a. 444 Cedar St., Suite 100 L. R. Paul. MN 55101-2156 (6 t2)29G-6430 't" IY(612)282-6555 APPLICATION FOR OFF SALE INTOXICATING LIQUOR LICENSE No license will be approved or released until the $20 Retailer ID Card fee is received by MN Liquor Control. � Worker-; compensation insurance company. Nazne Policy# I.ICENSLiE'S .W,I:S & tlSE TAX ID # /P 17 #U 3 To apply for sales tax #, call 296-06181 or 1-800-657-3777 If a corporation, an officer shall execute thisapplication If a partnership,a partner shall execute this application. Licensee Name (tudn•idual, Corporation, Partnership) Trade Name or DIJA Lic eaw Location (Street Address dt Block No.) Licence Period Applicant's home Phouc 7 W ^f-,17 -" From To (� tz - Cf ? l` - 7 7 t City County State Zip Code tt A! S -ems t- ; 00 M A) 5 3 0 Name of &orc Manager Business Phone Number DOB Ondh idual Applicant) v� &I?-- R7C-7"I 1-7 12-2---7 If a corporation, state name, date of birth, address, title, and shares held by each officer. If a partnership, state names, address and date of birth of each partner. Partner Oliicer (First, middle, last) DOB Title Shares Address, City, State. Zip Code Partner Officer (First. middle, last) DOB Title Shares Address, City, State, Zip Code Partner Officer (Firs, middle. last) DOB Title Shares Address, City, State, Zip Code Partner Officer (First, middle, last) DOB Title Shares Address, City, State, Zip Code 1. If a corporation, date of incorporation _ /D -/) - oz . Mate incorporated in' 0 71IV , amount paid in capital If a subsidiary of any other corporation, so state it IA . and give purpose of corporation F ..�r•r ,� . If incorporated under the laws of another state, is corporation authorized to do business in the state of Minnesota?,'Yes 'o No 2. Describe prcn liscs to which license applies; nch.as (first floor, second floor, basement, ctc.) or if entire building, so state. i A,/ ,r 3. Is establishment located near any state university, state hospital, training school, reformatory or prison? O Yes No Ifyes state approximate distance. 4. Name and address of building ownc r.. G So w e r Has owner of building any connection, directly or indirectly, with.applicant? WyWNo 5. Is applicant or any of the associates in this application, a member of the gavcming body of the municipality in which this license is to be issued? i Yes ANo If yes, in what capacity? 6. Stale whethcr any person other than applicantshas any right, title or interest in tic furniture, fixtures or equipment for which license is applied and if so, give name and details. A/A 7. Have applicants any interest whatsoever, directly or indirectly, in any other liquor euablisluuent in the state of Minnesota? G Ye, No Dyes, gme name and address of establishment. r .— Minnesota Department of Pudic Safety LIQUOR CONTROL DNISION f j 444 Cedar St.. Suite 100 L. St. Paul, MN 55101-2156 i ! (612)296-6434 Fax (612)297-5259 TTY (612)282-6555 APPLICATION FOR CLUB ON SALE RETAIL LIQUOR LICENSE This application (PS 9016-94) shall be completed by an officer of the club seeking a license. This application and the proof of liquor iad9y insurance must be Bled with the city clerk or the country auditor. To qualify for a license a club must have at least fifty members, been in continuous existence for at least three years, have an elected governing board and limit sales to members and bona fide guests only. The annual license fee is set by statute (M.S. 340A.408) . Granting of a license by the city or courtly is discretionary. Workers Compensation Insurance Company Policy# LICENSEE'S SALES & USE TAX ID NUMBER 6rs. To apply for a sales tax number TYPE OR PRINT. call 296-6181 or 1.800-657-3777 Corporation Name Club Trade Name or DBA Gf4-ue R V ac. CVJLW a SAL License Location(Street Address) License Period Business Phone ten 2t V44bC44 It it s iQ 2.40 Abp . FROM TO kL -% Municipality County State Zip Code A� M Building Owners Name Building Owners Address (VZo 8A0►c�oc.�c. 'Pst..vi� "sVrtlsC t�s s Are there any delinquent ' Managers Name taxes on the property? Li Yes J(No , Name of Member of Managing Board Address (Wu6 , A. ' AA T-uUJA 0 5��t2�q► Name of Member of Managing Board ,Address��s3� �A� � ' MC4iQL4a11) 'FLq^-toaroll Name of Member of Managing Board Address Name of Member of Marogirg Board Address The Licensee must have one of the following: CHECK ONE ,R A. Liquor liability lnsurance(Dram Shop) - $50,000 per person: $100,000 more than one person: $10.000 property destruction: $50,000 and $100,000 for loss of means of support. ATTACH "CERTIFICATE OF INSURANCE" TO THIS FORM OR ;i a A Surety bond from a surety company with minimum coverage as specified above in A. OR C. A certificate from the State Treasurer that the Licensee has deposited with the State, Trust Funds having a . market value of $100,000 or $100,000 in cash. or securities. Give Date of Club Charter Date of Incorporation Number of Years of I Veterans or Fratemai Continuous Existence Organization of the'Club Number of Years in Number of Club Will the Club be Issued a lawful Gambling Current Quarters Members license? DYES n NO l k Yes -: No 1. ? Are any members, officer, agents or employees paid profits from the sale of beverages to club members? A Yes G No 2. Are any employees paid salaries? Yes )I No 3. Has applicant. partners. officers or employees ever had any liquor law violations in Minnesota or elsewhere? If yes, give names, dates and final outcome of violations. ri Yes JK No 4. Does any wholesaler or manufacture of alcoholic beverages own or have any interest in furnture, fixtures or equipment for the licensed premises? If yes. give details r Yes No S. During the past license year, has a Summons been issued under the Liquor Civil Liability Law(Dram Shop) M.S. 340A.802? If yes, attach a copy of the Summons. `*Yes No S. Will you serve liquor on Sunday? Amount of Sunday License Fee I certly that I rr Bove questions and that the answers are true and correct of my own knowledge. # , IL OIL.nature of ant Date IF LICENSE ISSUED BY THE COUNTY BOARD: REPORT OF COUNTY ATTORNEY Yes r No I certify that to the best of my knowledge the applicants named above are eligible to be licensed. If no, state reason, s_ Signature County Attorney County REPORT BY POLICE DEPARTMENT OR SHERIFFS OFFICE Date This is to certify that the applicant, and the associates, named herein have not been convicted wthin the past five years for any violation of Laws of the State of Minnesota, or Municipal Ordinances relating to Intoxicating Liquor, excepts follows: Police Department or Sheriff's Name ITitle Signature License Granted ❑ Denied I License ❑ Granted ❑ Denied Signature City Clerk or County Auditor Date Signature Liquor Control Director IMPORTANT NOTICE Date ALL RETAIL LIQUOR LICENSEES MUST HAVEA CURRENT FEDERAL SPECIAL OCCUPATIONAL STAMP. THIS STAMP IS ISSUED BY THE BUREAU OF ALCOHOL TOBACCO AND FIREARMS. FOR INFORMATION CALL (612)290,U96 Minnesota Department of Public Safety • LIQUOR CONTROL DIVISION 444 Cedar St., Suite 100 L, St. Paul, MN 55101-2156 Fax (612)297-5259�!'"' (612)296-6430 TTY (612)282-6555 CERTIFICATION OF AN ON SALE AND/OR SUNDAY LIQUOR LICENSE No license will be approved or rekased until the S20 Retailer ID Card fee is received by MN Liquor.Controt Workers Compensation Insurance Company Policy# LICENSEE'S SALES & USE TAX ID # To apply for sales tax number, call 296-6181 or 1-800-657-3777 4. ISSUING AUTHORITY CITY OF fil�Prljl II/ COUNTY OF 6 sec amq(�orpora ' Partnership, Indh idua)) 'MA DOB Trade Name or DBA Business Address City Zip Code VIC/ A, 12-'C' C' "V.Ge` v % �P� 1� S .30 License Type (Chock one or both) License Period County On Sale ASunday From To On Sale Luse Number On Sale Fee Sunday License Number Sunday Fee Business Done O-00 If a partnership, state the name and address of each Partner If a corvoration state the name and address of each officer. Partner/Officer Name (First, middle and last) DOB Title Address Partner/Officer Name (First, middle and last) DOB Title Address Partner/Officer Name (First, middle and last) DOB Title Address The Licensee must have one of the following: (ATTACH CERTIFICATE OF INSURANCE TO THIS FORM.) Check me ❑A. Liquor Liability Insurance (Dram Shop) - $50,000 per person; S 100,000 more than one person; S 10,000 Property Destruction; S50,000 and S 100,000 for toss of means of support. or 013. . A bond of surety company with minimum coverage as specified above in A. ar ❑C. A certificate from the State Treasurer that the licensee has deposited with the State, Trust Funds having a market value of S 100,000 in cash or securities. O Yes O During the past license year has a summons been issued under the Liquor Civil Liability Law (Dram Shop)? If yes, attach a copy of the summons. Check tbLose items that aooly Circle one Transaction Type71tNew 0 Revoke/Cancel Suspend/Revoke/Cancelled 0 Transfer 0 Suspension From To Transfer of ownership from (Name and Address) I certify that this license was approved in an official meting by the governing body of the city or county. City Clerk's Signature Date IMPORTANT NOTICE All retail liquor licensees must have a current Federal Special Occupational Stamp. This stamp is issued by the Bureau of Alcohol, Tobacco and Firearms. For information call (612)290-3496 pS 9011-94 HANDBOOK FOR MINNESOTA CITIES On -sale intoxicating liquor licenses The maximum number of on -sale liquor licenses depends on Minn. scat. § 340.413, subs. t. the size of the city as of the last federal decennial census, unless a special census or the Minnesota Municipal Board has made a more recent determination. The numbers for both cities with split liquor and for other "wet" cities are as follows: • Cities of the first class (population exceeds 100,000), one on -sale license for every 1,500 inhabitants, not to exceed 200 licenses; • Cities of the second class (population 20,000 to 100,000), not more than 18, plus one for every 2,500 in population over 45,000; • Cities of the third class (population 10,000 to 20,000), 12 on -sale licenses; • Cities of the fourth class (population does not exceed 10,000 including former general and special law cities and boroughs), seven on -sale licenses; • Statutory cities of 5,000 to 10,000 population, six licenses; • Statutory cities of 2,500 to 5,000 population, five licenses; • Statutorycities of 500 to 2,500 population, four licenses; P P and, • Statutory cities of less than 500 population, three licenses. Minn. Stat. § 340A.413, subd. Special limits apply to cities in St. Louis County. Those cities 2. need to consult the statutes and the commissioner of public safety. The council may issue on -sale licenses in excess of the Minn. Stat. § 340A.413, subd. 3. authorized number. To do this, the council, by majority vote, may direct that either of the following questions go on the ballot at a special election or at the general election: "Shall the city council be allowed to issue on -sale licenses for the sale of intoxicating liquor at retail in excess of the number now permitted by law?" or, "Shall the city council be allowed to issue (number) on -sale licenses for the sale of intoxicating liquor at retail in addition to the number now permitted by law?" 356 t CHArm 14 If a majority of those voting on the question vote in the Minn. scat. $ 340A.a13, subd. affirmative, the council may issue on -sale licenses in any 3. number it determines, or in the number the question specified. After the voters approve the question, the council, by ordinance, should determine how many additional licenses the city will issue. Cities that consolidate to form a single city may issue on -sale Minn, scat. § 340A.413. subs. licenses equal to the total number of licenses which the 6. A.G. Op. 218g-t (Apr. I. individual cities could have issued before consolidation. 1983). In addition, certain licenses are exempt from the limits listed Mann, scat. § 340A.413. suhdA- above. It is advised that a city consult the appropriate statutes to see if any of the exemption apply to them.