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08-25-03 CCOTSEGO CITY COUNCIL MEETING AUGUST 25, 2003 COUNCIL CHAMBERS OTSEGO CITY HALL 6:30 PM 1. Mayor Larry Fournier will call the meeting to order. Mayor Fournier called the meeting to order at 6:30 PM. Roll Call: Mayor Larry Fournier; Councilmembers: Vern Heidner, Virginia Wendel and Dan Scharber. Councilmember Jerry Struthers was absent. Staff: Mike Robertson, City Administrator; Judy Hudson, City Clerk; Daniel Licht, City Planner, Ron Wagner and Andrew MacArthur, City Attorney arrived at 6:40 PM. Pledge of Allegiance. Mayor Fournier led in the Pledge of Allegiance. 2. Consider agenda approval Ron Wagner requested to remove Item 7.5. to the September 8, 2003 City Council Meeting. Mayor Fournier requested to add under Item 9.2. Set Administrative Subcommittee Meeting, Item 7.7. Quaday Avenue Dust Control. CM Heidner motioned adoption of the agenda as amended. Seconded by CM Wendel. All in favor. Motion carried. 3. Consider the following minutes: 3.1. August 11, 2003 City Council Meeting_ CM Wendel motioned to approve the minutes as written. Seconded by CM Scharber. Allin favor. Motion carried. 3.2. July 31, 2003 City Council Workshy CM Heidner motioned to approve the minutes as written. Seconded by CM Wendel. All in favor. Motion carried. 4. Open Forum: (5 minute limit) No one appeared on Open Forum. 5. Consent Agenda (Non -controversial items 5.1. Approve Claims List 5.2. _Set Truth -in -Taxation Meetings for December 1 2003 and an alternate date for December 8, 2003 at 6:30 PM CM Heidner motioned adoption of Consent Agenda. Seconded by CM Scharber. All in favor. Motion carried. 6. Dan Licht, Citv Planner: 6.1. DR HORTON Zimmer Farms A. Rezoning_from A to o R-6 B. Preliminary Plat approval to develop a residential development C. PUD/CUP to plat the dwellings in a unit and base lot City Council Meeting of August 25, 2003. Page 2. Configuration and development within a Shoreland Overlay District. D. EAW Dan Licht presented the Planner's Report. Ron Wagner went over his Engineering Report. The applicant, Tom Bakritges of DR Horton, went over his proposed project and stated he agrees with the Staff reports and conditions. Mayor Fournier asked if the MacIver Street Project should be acted on prior to this plat. Mr. Bakritges said they need the Feasibility Study that they have petitioned for. Ron Wagner explained the fees they figured to be collected from DR Horton was at a different density and the City will actually be collecting more money to help pay for the extra 13 feet of street width. Mike Robertson said he will provide the Council with a report on how to finance the additional width within a month. Dan Licht advised the City Council they could approve the plat now since DR Horton will be dedicating the easements. CM Wendel asked if they will be adequate parking for the town homes. Tom Bakritges said yes and they have submitted a parking plan. Ed Hasek explained they show 2,686 parking stalls for 490 units, which is about 5.5 stalls per unit. CM Heidner doesn't like to see parking on public streets especially in the winter and feels this will be a problem because the City is considering not allowing overnight parking on City Street. In the future the City should look at guest parking not using the streets. CM Wendel asked if the town homes will have different styles and when do they plan on starting. Mr. Bakritges explained there will be 10 to 12 different styles plus the buyers can pick their own siding. They could possibly start this fall but most likely will start this project in the spring of 2004. CM Heidner motioned to approve a Zoning Map amendment rezoning land included as part of the Zimmer Farms Plat from A-1 Agriculture Rural Service Area to R-6 District based on a finding that the request is consistent with the Comprehensive Plan. Seconded by CM Scharber. All in favor. Motion carried. CM Heidner motioned to approve the Preliminary Plat and PUD -CUP subject to the 18 conditions listed in the Findings of Fact. Seconded by CM Scharber. All in favor. Motion carried. CM Heidner motioned to adopt the findings that the proposed development plan does not have potential for significant environmental effects and that preparation of an EIS is not to be required based on the a review of the submitted EAW and evidence received subject to the one condition that the Project shall proceed in conformance with the Preliminary Plat and applicable stipulations approved August 25, 2003 by the City Council. Seconded by CM Scharber. All in favor. Motion carried. 6.2. Maplewood Development: • A. Comprehensive Plan Amendment to change the Land Use Plan from Industrial to Residential Use. City Council Meeting of August 25, 2003. Page 3. Dan Licht presented the Planner's Report and his recommendation was to deny as outlined in his report. Ron Wagner showed where the trunk sewer line would have to go. Mike Robertson stated he agrees with City Planner's recommendation. He always hears fully developed cities say they never left enough land for commercial and industrial uses. Mario Cocchiarella of Maplewood Development, Inc., went over his proposed development. They feel they have provided something unique to this site and would benefit Otsego. Mr. Cocchiarella also feels staff is providing opposition and asked the City Council to table their application in order to give them time to review the cost study and meet with staff. They are only asking for a Comprehensive Plan Amendment at this time. Mr. Cocchiarella said if the Council feels the extension of the sewer line is premature to table this and if bringing sewer across into this area is a reason for approval they would need to accelerate their project. Dan Licht explained that the conditions of approval are the same conditions applied to all developers. Mike Robertson said that the Council wants to centralize the sewer system more in the west so there are not a lot of easements to buy as they did on the east side of Otsego. CM Wendel stated she supports this project. Mayor Fournier said he would prefer seeing a mix use with part of it kept as industrial. Mayor Fournier motioned to table. Seconded by CM Wendel. Voting for the motion: Mayor Fournier, CM Wendel, and CM Heidner. Voting against the motion: CM Scharber. Motion carried 3 to 1. 7. Ron Wagner, City Engineer: 7.1. Consider DR Horton's Petition for Feasibility Study on 70`h St Trunk Watermain. Ron Wagner presented his report. The cost to prepare is approximately $5,000 and will be paid by DR Horton. Mayor Fournier motioned to adopt Resolution 2003-71 ordering preparation of report on Improvements - Trunk Water Main Improvements between CSAH 19 and MacIver Avenue and Street improvements on 70`h Street between CSAH 19 and McAllister Avenue and on MacIver Avenue between 801h Street and 60`h Street. Seconded by CM Heidner. All in favor. Motion carried. 7.2. Consider accepting amended Road Access Charge for 70`' St & MacIver Avenue due to no funding by Albertville of the portion of MacIver Avenue within Albertville. Mayor Fournier motioned to table this until we receive the Feasibility Report. Seconded by CM Heidner. All in favor. Motion carried. 7.3. Consider quote from Dressel Construction on 82°d Circle Rate Control Structure. ' CM Heidner motioned to pay $3,336 for this Control Structure to Dresel. Seconded City Council Meeting of August 25, 2003. Page 4. by CM Scharber. All in favor. Motion carried. 7.4. Consider Pay Estimate #1 for Pumphouse #3 CM Wendel motioned to approve. Seconded by CM Scharber. All in favor. Motion carried. 7.5. Discussion of Albertville Proposal for an Outlet of Mud Lake This was tabled to the next meeting. 7.6. Consider Resolution Establishing MSA Route 106 CM Wendel motioned to approve Resolution 2003-73 establishing Municipal State Aid Streets to include 93rd Street from CSAH 42 to Quaday Avenue. Seconded by CM Scharber. All in favor. Motion carried. 7.7 Any other Engineering Items. A. Dust Control on Quaday Avenue. Mayor Fournier recommended to have dust control applied to Quaday Avenue as it is extremely dusty this year and he has received several calls. Gil Darkenwald of Quaday Avenue, stated he would appreciate dust control as it is so dusty that cars need to have their lights on to see during the day. The Council directed Mike Robertson to get a cost estimate for the next meeting. CM Scharber requested to change the street name of Quale Avenue in The Pointe as it is pronounced the same as Quail and is very confusing. 8. Andrew MacArthur City Attorney 8.1. Nuisance Update. Mr. MacArthur gave a update. 8.2. Resolution for Assessment Hearing for 85`h Street east of CSAH 42 CM Heidner motioned to approve. Seconded by CM Scharber. All in favor. Motion carried. 8.3. Resolution for Assessment Hearing for 85h Street and a portion of Page Avenue. CM Heidner motioned to approve. CM Scharber seconded. All in favor. Motion carried. 8.4. Any other Legal Items. A. Dog Ordinance The Council set a Workshop to work on this ordinance after the September 29, 2003 Budget Meeting. B. Discharge Ordinance. Mayor Fournier motioned to amend Ordinance 95-21, Section 7.1.7A to change the publishing date to October 1" and no map publication if the previous published map has no changes. Seconded by CM Scharber. Motion carried. 0 City Council Meeting of August 25, 2003. Page 5. 9. Council Items: 9.1. East and West Sewer Plant Update Previously discussed. 9.2. Set a City Council Workshop to discuss sewer and water systems The Council set September 4, 2003 at 5 PM. 9.3. Set Administrative Subcommittee Sept 18, 2003 at 4 PM was set to meet with Tim Rochel, building official. 10. Mike Robertson City Administrator: 10.1 Request to move a driveway_ Mike Robertson said that 9129 Parrish Avenue requested to move their driveway from Parrish Avenue to Park Avenue. CM Wendel motioned to approve moving the driveway at 9129 Parrish Avenue from Parrish Avenue to Park Avenue at the property owner's expense. Mayor Fournier seconded. All in favor. Motion carried. 11. Judy Hudson, City Clerk None 12. Adjourn by 10 PM. Mayor Fournier motioned to adjourn. Seconded by CM Scharber. All in favor. Motion carried. Meeting adjourned at 10:10 PM. ATTEST: I k AUMCM Jud ds -t, City Clerk/Zoning Adm. 0 CLAIMS LIST CITY COUNCIL MEETING AUGUST 25, 2003 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 08-25-2003 $129,316.30 CK 38814 8-13-03 CK 38815 8-13-03 GRAND TOTAL $ 293,141.82 DRESEL $ 438,523.42 LATOUR $ 860,981.54 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 08/25/03 10:50 AM Page 1 *Check Summary Register© AUGUST 2003 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AFFORDABLE SANITATION $138.25 AUG HC UNIT RENTAL UnPaid AIRGAS, INC. $21.07 ACETYL/HAZMAT/OXYGEN UnPaid AMERICAN ENGINEERING TESTI $248.10 EAST WWTF 2 UnPaid AVENET, LLC $480.00 12 MONTH HOSTING 10/03 - 9/04 UnPaid BERLIN TIRE CENTER, INC $169.60 CAT LOADER TIRE REPAIR UnPaid BOB PEDERSEN SIGNS $270.00 SIGNS FOR 03 PLOW TRK UnPaid BOISE CASCADE OFFICE PROD $224.01 OFFICE SUPPLIES UnPaid BREZE INDUSTRIES $106.50 EAR PLUGS UnPaid BUSINESS FORMS AND ACCOU $143.79 LASER CKS UnPaid CELLULAR+ $22.38 PAGER UnPaid CHARTER COMMUNICATIONS $198.95 CABLE/INTERNET UnPaid CITY OF ROGERS $6,034.66 2003 FIRE CONTRACT UnPaid COURI MACARTHUR LAW OFFIC $7,191.90 GENERAL UnPaid CROW RIVER FARM EQUIPMEN $150.89 MISC SUPPLIES UnPaid DAN WROGE $200.00 SLUDGE LAND APPLICATION UnPaid DANIEL CARLSON $1,000.00 8157 PADGETT AVE LNDSCP UnPaid DENNIS FEHN GRAVEL & EXCAV $1,410.81 CLASS 5 UnPaid ECM PUBLISHERS INC $914.85 WEST WWTF UnPaid G & K TEXTILE LEASING SYSTE $612.77 UNIFORMS UnPaid GOPHER STATE ONE -CALL INC $7.60 LOCATE CALLS Unpaid GROEN GARY CPA $1,600.00 JULY HOURS 2003 UnPaid H G WEBER OIL COMPANY $696.18 CHEVRON UnPaid HARDRIVES INC $4,166.89 PAGE AVENUE PROJECT JnPaid HEARTHSTONE BUILDERS $3,000.00 7875 PARK AVE LNDSCP UnPaid 194 WEST CHAMBER OF COMM $12.00 BUSINESS COUNCIL 8/12 UnPaid ICMA RETIREMENT TRUST $422.31 PPE 8/16 CK DTD 8/20 UnPaid JACQUIE ROGNLI $875.00 JULY/AUGUST VIEW UnPaid JAMES C GRIMES $5,000.00 85TH STREET EASEMENT UnPaid KNISLEY CONSTRUCTION INC $1,000.00 8332 PADGETT CIR LNDSCP UnPaid LEAGUE OF MN CITIES INS TRU $6,960.00 WORKERS COMPENSATION UnPaid MEDICA $6,118.37 PW - SEPT UnPaid MINNESOTA LIFE $114.15 PW - SEPT UnPaid MN DEPARTMENT OF HEALTH - $475.00 COMM WATER CONNECTION FEE UnPaid NORTHWEST ASSOC CONSULT $12,198.55 RIVERVIEW BANK UnPaid PEOPLE SERVICE INC. $11,448.00 MONTHLY SERVICE UnPaid PITNEY BOWES $100.02 POSTAGE METER UnPaid PUBLIC EMPLOYEES RETIREME $1,117.31 PPE 8/16 CK DTD 8/20 UnPaid REED BUSINESS INFORMATION $154.70 WEST WWTF UnPaid RICK & REBECCA GRUPA $10,645.00 SLAB TOWN STORM IMPRO. UnPaid RMR SERVICES, INC $6,605.68 METERS UnPaid TRI -LAKE BUILDERS $1,000.00 15720 79TH ST LNDSCP UnPaid UNLIMITED ELECTRIC INC $2,322.50 REMODEL UnPaid US INTERNET $49.95 MONTHLY FEE UnPaid WRIGHT COUNTY AUDITOR -TRE $31,955.00 AUG SHERIFF PATROL UnPaid WRIGHT COUNTY RECORDER $20.00 ER ALANON SOCIETY UnPaid WRIGHT-HENNEPIN CO-OP ELE $1,519.50 MONTHLY SERVICE UnPaid XCEL ENERGY $194.06 17326 53RD ST WELL Total Checks $129,316.30 FILTER: None CITY OF OTSEGO *Check Detail Re^s*ev,@ AUGUST 2003 O8/250310:51 AN Page 1 Check Amt Invoice Comment 10100 BANKOFELKRIVER E2O1-*5OOO410 Rentals (GENERAL) $138.25 308055 AUG HoUNIT RENTAL Total AFFORDABLE SANITATION $138.e5 D��--------------'—��u��'l��-------'---'------------------------------------------ s1o/'4a1un'21n Operating Supplies (GswsRAL) $21.07 105210567 AcEr/uHAzmATxzxvoEm Total mnmAa.|wo. $21o7 E 42*4325e'302 Engineering Fees $e48.10 225e6 EAST vvWTro Total AMERICAN ENGINEERING TESTING $248.10 ---------- -------------- E1O1'414OO'38O Contracted Services $480.00 5228 12 MONTH HOSTING 10D3'oxV4 Total umsmsT.LLo $480.00 Unpaid BERLIN TIRE CENTER, INC s1o1'4a1oo'euo RrpamMaintSupply (oemsRAL) $169.60 2790015346 CAT LOADER TIRE REPAIR Total BERLIN TIRE CENTER, INC $169.60 Unpaid BOB PEDERSEN SIGNS E1O1431Oo'31O Miscellaneous $270.00 SIGNS FOR O3PLOW TRK Tota/ BOB psosmmewSIGNS $270.00 ' E 101-41400-201 1o1-*14nu'zo1 officeauppoov $2e4.01 nrnoor OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $224.01 E 101 -43100-203 Supplies -General $106.50 15752 EAR PLUGS Total BmsZs|mouoTm|sm *106.50 ___'__��`��`�� sIuI+1600'201 omcenuppoeo $143.7e 31505 LAosRcna Total BUSINESS FORMS AND ACCOUNTING $143.79 s1o1'4n1oo'410 Rentals (GENERAL) $22.38 03-08-104745 PAGER Total osLLuLAn+ $22.38 _____ E10141*Vn'3e0 Contracted Services $198.e* CABLE/INTERNET Total CHARTER COMMUNICATIONS $1e8.e5 su1u-*uzoo'aou Contracted Services __$6,034.66_ onoaFIRE CONTRACT Total CITY OpmoosRn $6.034.66 ' ----- ---------'-----------------'— s*os'4o1oo'ao1 Legal Services $150o0 DRAINAGE EASEMENTS s4uu4e400'on1 Legal Services $20.00 WEST WATER TOWER s41a4o1oo'ao1 Legal Services G140.00 78TH STREET NN s*1s-*aos1'aO1 Legal Services $200.00 sAaTvvvvTp � G7O1'21SSO WH LINK $170.00 WH LINK G7V1'uous0 K|TTnCROSS ppnZ $750o0 mTTnEoGEoRooa/ma aro1'zcn1* OTnsoo MEADOWS GOLF $ror.*n nwEnvvoOoN^T|OwAL s^o*-*u1oo'an1 Legal Services $240.00 anTHaT/PAGE PROJECT s41u-*n1oo'ao1 Legal Services $420.00 ooExwAvE CITY OF OTSEGO 08/25/03 10:51 AM Page 2 *Check Detail Register© AUGUST 2003 Unpaid DAN WROGE E 602-49450-419 SLUDGE HAULING $200.00 SLUDGE LAND APPLICATION Total DAN WROGE $200.00 Unpaid.�......,,......,.,,_�.......,,..-DANIEL CARLSON E 702-41400-310 Miscellaneous $1,000.00_ 8157 PADGETT AVE LNDSCP Total DANIEL CARLSON $1,000.00 Uripaid�� - Nm` DENNIS FEHN GRAVEL & EXCAVAT E 101-43100-370 Sand andGravel $331.59 11102 CLASS 5 E 101-43100-370 Sand andGravel $584.26 11106 CLASS 5 E 101-43100-370 Sand andGravel $494.96 11107 CLASS 5 Total DENNIS FEHN GRAVEL & EXCAVAT $1,410.81 4�paid~ -- - - ECM PUBLISHERS INC E 430-43100-350 Check Amt Invoice Comment E 101-41700-301 Legal Services $1,560.00 GENERAL E 101-41700-301 Legal Services $130.00 TRUCK CONTRACT E 101-41700-301 Legal Services $150.00 PEOPLE SERVICE CONTRACT E 101-42420-301 Legal Services $1,124.40 ABATEMENT E 101-41700-301 Legal Services $50.00 SCHULENBERG TITLE G 701-22349 ARBOR CREEK $1,300.00 ARBOR CREEK Total COURI MACARTHUR LAW OFFICE $7,191.90 150955 Unpaid CROW RIVER FARM EQUIPMENT yY -'- E 101-43100-220 Repair/Maint Supply (GENERAL) $150.89 98823 MISC SUPPLIES Total CROW RIVER FARM EQUIPMENT $150.89 Print/Binding (GENERAL) Unpaid DAN WROGE E 602-49450-419 SLUDGE HAULING $200.00 SLUDGE LAND APPLICATION Total DAN WROGE $200.00 Unpaid.�......,,......,.,,_�.......,,..-DANIEL CARLSON E 702-41400-310 Miscellaneous $1,000.00_ 8157 PADGETT AVE LNDSCP Total DANIEL CARLSON $1,000.00 Uripaid�� - Nm` DENNIS FEHN GRAVEL & EXCAVAT E 101-43100-370 Sand andGravel $331.59 11102 CLASS 5 E 101-43100-370 Sand andGravel $584.26 11106 CLASS 5 E 101-43100-370 Sand andGravel $494.96 11107 CLASS 5 Total DENNIS FEHN GRAVEL & EXCAVAT $1,410.81 4�paid~ -- - - ECM PUBLISHERS INC E 430-43100-350 Print/Binding (GENERAL) $133.95 150951 WEST WWTF E 101-41400-350 Print/Binding (GENERAL) $74.10 150952 ORDINANCE 2003-17 E 101-41400-350 Print/Binding (GENERAL) $65.55 150953 ORDINANCE 2003-18 E 101-41400-350 Print/Binding (GENERAL) $74.10 150954 ORDINANCE 2003-19 E 101-41400-350 Print/Binding (GENERAL) $188.10 150955 RESOLUTION 2003-64 E 101-41400-350 Print/Binding (GENERAL) $48.45 151549 MENENLY E 101-41400-350 Print/Binding (GENERAL) $59.85 151550 SWENSON E 101-41400-350 Print/Binding (GENERAL) $148.20 151551 ORDINANCE 2003-14 E 101-41400-350 Print/Binding (GENERAL) $59.85 151552 ORDINANCE 2003-15 E 101-41400-350 Print/Binding (GENERAL) $62.70 151553 ORDINANCE 2003-16 Total ECM PUBLISHERS INC $914.85 Unpaid G & K TEXTILE LEASING SYSTEM E 101-41400-390 Contracted Services E 101-43100-225 Uniforms E 101-43100-225 Uniforms E 101-41400-390 Contracted Services E 101-43100-225 Uniforms E 101-43100-225 Uniforms Total G & K TEXTILE LEASING SYSTEM $85.84 43277696 MATS $118.16 43277697 UNIFORMS $83.04 43282573 UNIFORMS $85.53 43287467 MATS $153.41 43287468 UNIFORMS $86.79 43292359 UNIFORMS $612.77 Unpaid GOPHER STATE ONE -CALL INC E 101-41400-310 Miscellaneous $7.60 3070629 LOCATE CALLS Total GOPHER STATE ONE -CALL INC $7.60 GROEN GARY CPA E 101-41600-390 Contracted Services $1,600.00 JULY HOURS 2003 Total GROEN GARY CPA $1,600.00 Unpaid H G WEBER OIL COMPANY E101-43100-202 Gas & Oil $509.50 48099 DIESEL E 101-43100-202 Gas & Oil $186.68 48151 CHEVRON CITY OF OTSEGO 08/25/03 10:51 AM Page 3 *Check Detail Register© AUGUST 2003 Check Amt Invoice Comment Total H G WEBER OIL COMPANY $696.18 Unpaid --- HARDRIVES INC —.,...--.. E420-43100-530 Improvements Other Than Bldgs $4,166.89 PAY 7 FINAL PAGE AVENUE PROJECT Total HARDRIVES INC $4,166.89 Unpaid ---------'--HEARTHSTONE E 702-41400-310 Miscellaneous $1,000.00 E 702-41400-310 Miscellaneous $1,000.00 E 702-41400-310 Miscellaneous $1,000.00 Total HEARTHSTONE BUILDERS $3,000.00 194 WEST CHAMBEROF COMMERCE E 101-41400-360 Education/Training/Conferences $12.00 8132003 Total 194 WEST CHAMBER OF COMMERCE $12.00 Unpaid'n.._ _�u ICMA RETIREMENT TRUST E 101-41400-121 PERA $192.31 G 101-21705 Other Retirement $230.00 Total ICMA RETIREMENT TRUST $422.31 JACQUIE ROGNLI 7859 PARK CIR LNDSCP 7863 PARK CRT LNDSCP 7875 PARK AVE LNDSCP BUSINESS COUNCIL 8/12 PPE 8/16 CK DTD 8/20 PPE 8/16 CK DTD 8/20 E 101-41400-347 Newsletter $875.00 2003-05 JULY/AUGUST VIEW Total JACQUIE ROGNLI $875.00 paid E436-43100-530 Improvements Other Than Bldgs $5,000.00 85TH STREET EASEMENT Total JAMES C GRIMES $5,000.00 Unpaid ._ w .F �._ : KNISLEY CONSTRUCTION INC— E 702-41400-310 Miscellaneous $1,000.00 8332 PADGETT CIR LNDSCP Total KNISLEY CONSTRUCTION INC $1,000.00 Unpaid LEAGUE OF MN CITIES INS TRUST E 101-41400-204 Insurance $6,960.00 2110 WORKERS COMPENSATION Total LEAGUE OF MN CITIES INS TRUST $6,960.00 E 101-43100-123 Health $2,275.17 PW - SEPT E 101-41400-123 Health $3,843.20 ADMIN - SEPT Total MEDICA $6,118.37 Unpaid MINNESOTA LIFE E101-41400-130 Employer Paid Ins (GENERAL) $39.55 ADMIN - SEPT E101-43100-130 Employer Paid Ins (GENERAL) $74.60 PW - SEPT Total MINNESOTA LIFE $114.15 Unpaid --� �a,.—.Wu. y ---MN DEPARTMENT OF HEALTH - WATE — — E601-49400-375 WATER TEST FEE $475.00 COMM WATER CONNECTION FEE Total MN DEPARTMENT OF HEALTH - WATE $475.00 NORTHWEST ASSOC CONSULTANTS G 701-22349 ARBOR CREEK $420.95 12933 ARBOR CREEK • G 701-22318 RIVERVIEW BANK $18.00 12933 RIVERVIEW BANK G 701-22341 WATERFRONT FAM REST $216.90 12933 EMBERS G 701-22371 PHEAST RIDGE 8 $255.00 12933 PHEAST RIDGE 8TH G 701-22353 PLFRM ORRIN THOMP $350.99 12933 PLEASANT CREEK G 701-22366 MARTIN FARMS $1,260.05 12933 MARTIN FARMS G 701-22368 ROLLING MEADOWS $383.09 12933 ROLLING MEADOWS CITY OF OTSEGO 08/25/03 10:51 AM Page 4 *Check Detail Register© AUGUST 2003 p'a s�..�a,,,.,.�..,..A,��"..........._..d._NEYB"�. unpaid PITNEY BOWES E 101-41400-413 Office Equipment Rental $100.02 4705027-AU03 POSTAGE METER Total PITNEY BOWES $100.02 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-43100-121 PERA $212.56 PPE 8/16 CK DTD 8/20 E 101-41400-121 PERA $368.69 PPE 8/16 CK DTD 8/20 G 101-21704 PERA $536.06 PPE 8/16 CK DTD 8/20 Total PUBLIC EMPLOYEES RETIREMENT FD $1,117.31 w.... a—id.,.,.-....�-_ .-_�,--..---.�.,_.,..:..-R—E.-D—B.. SIN-- r..�. _ _�..,d...._......�...�..._...n..._.,.._._.,..._ Unpaid REED BUSINESS INFORMATION E 430-43100-350 Print/Binding (GENERAL) $154.70 2389054 WEST WWTF Total REED BUSINESS INFORMATION $154.70 Unpaid RICK & REBECCA GRUPA E 431-43100-310 Miscellaneous $10,645.00 SLAB TOWN STORM IMPRO. Total RICK & REBECCA GRUPA $10,645.00 Unpaid RMR SERVICES, INC E 601-49400-203 Supplies - General $6,605.68 2003-105 METERS Total RMR SERVICES, INC $6,605.68 Unpaid TRI -LAKE BUILDERS E 702-41400-310 Miscellaneous $1,000.00 15720 79TH ST LNDSCP Total TRI -LAKE BUILDERS $1,000.00 NLIMITED ELECTRIC E 101-41940-403 Improvements to Bldgs $2,322.50 5941 REMODEL Total UNLIMITED ELECTRIC INC $2,322.50 Unpaid. USINTERNET E 101-41400-390 Contracted Services $49.95 498576 MONTHLY FEE Check Amt Invoice Comment G 701-22315 OTSEGO MEADOWS GOLF $1,613.35 12933 RIVERWOOD GOLF G 701-22367 VETSCH PROP COMP $643.15 12933 VETSCH G 701-22354 ORRIN THOMO CONCEPT $783.55 12933 RIVER PLACE G 701-22369 DR H ZIMMER PROP $1,527.38 12933 DR HORTON G 701-22354 ORRIN THOMO CONCEPT $10.59 12933 RIVERPLACE G 701-22361 SUN RAY FARMS $434.80 12933 SUNRAY FARMS E 101-41570-303 Planning Fees $140.80 12934 WILD & SCENIC G 701-22312 FEMAFLOODAREAPARISH $274.80 12934 PARRISH E 101-41570-303 Planning Fees $976.54 12934 GENERAL E 428-49400-303 Planning Fees $587.41 12934 WEST UTILITIES E 101-42420-310 Miscellaneous $8.55 12935 BERGMAN E 101-42420-310 Miscellaneous $8.55 12935 FRITZ E 101-42420-310 Miscellaneous $8.55 12935 TUETBACK E 101-42420-310 Miscellaneous $15.40 12935 CHERYL PRATT E 101-42420-310 Miscellaneous $15.83 12935 THIELGES E 101-42420-310 Miscellaneous $601.12 12935 CODE ENFORCEMENT E 101-42420-310 Miscellaneous $193.20 12935 EKERON E 101-41570-303 Planning Fees $1,400.00 12936 MEETINGS E 101-41570-303 Planning Fees $50.00 12937 SIGN PERMITS Total NORTHWEST ASSOC CONSULTANTS $12,198.55 Unpaid SERVICE INC. E 601-49400-390 Contracted Services $3,007.39 7127 MONTHLY SERVICE E 602-49450-390 Contracted Services $8,440.61 7127 MONTHLY SERVICE Total PEOPLE SERVICE INC. $11,448.00 p'a s�..�a,,,.,.�..,..A,��"..........._..d._NEYB"�. unpaid PITNEY BOWES E 101-41400-413 Office Equipment Rental $100.02 4705027-AU03 POSTAGE METER Total PITNEY BOWES $100.02 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-43100-121 PERA $212.56 PPE 8/16 CK DTD 8/20 E 101-41400-121 PERA $368.69 PPE 8/16 CK DTD 8/20 G 101-21704 PERA $536.06 PPE 8/16 CK DTD 8/20 Total PUBLIC EMPLOYEES RETIREMENT FD $1,117.31 w.... a—id.,.,.-....�-_ .-_�,--..---.�.,_.,..:..-R—E.-D—B.. SIN-- r..�. _ _�..,d...._......�...�..._...n..._.,.._._.,..._ Unpaid REED BUSINESS INFORMATION E 430-43100-350 Print/Binding (GENERAL) $154.70 2389054 WEST WWTF Total REED BUSINESS INFORMATION $154.70 Unpaid RICK & REBECCA GRUPA E 431-43100-310 Miscellaneous $10,645.00 SLAB TOWN STORM IMPRO. Total RICK & REBECCA GRUPA $10,645.00 Unpaid RMR SERVICES, INC E 601-49400-203 Supplies - General $6,605.68 2003-105 METERS Total RMR SERVICES, INC $6,605.68 Unpaid TRI -LAKE BUILDERS E 702-41400-310 Miscellaneous $1,000.00 15720 79TH ST LNDSCP Total TRI -LAKE BUILDERS $1,000.00 NLIMITED ELECTRIC E 101-41940-403 Improvements to Bldgs $2,322.50 5941 REMODEL Total UNLIMITED ELECTRIC INC $2,322.50 Unpaid. USINTERNET E 101-41400-390 Contracted Services $49.95 498576 MONTHLY FEE CITY OF OTSEGO 08/25/03 10:51 AM Page 5 *Check Detail Register© AUGUST 2003 Check Amt Invoice Comment Total US INTERNET $49.95 Unpaid WRIGHT COUNTY AUDITOR -TREASURE E 101-41400-310 Miscellaneous $200.00 NOTARY - SANDY/KATHY E 101-42100-390 Contracted Services $31,755.00 03-8 AUG SHERIFF PATROL Total WRIGHT COUNTY AUDITOR -TREASURE $31,955.00 Unpaid WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $20.00 ER ALANON SOCIETY Total WRIGHT COUNTY RECORDER $20.00 ' V�..._....._..-,......_�..�.._.�...- .. ......... - —',,,. �...�,......_..TRI __.- Unpaa id WRIGHT-HENNm.,.EP IN CO-OP_.ELEC.TRIC E 601-49400-390 Contracted Services $759.75 11047 MONTHLY SERVICE E 602-49450-390 Contracted Services $759.75 11047 MONTHLY SERVICE Total WRIGHT-HENNEPIN CO-OP ELECTRIC $1,519.50 Unpaid XCEL ENERGY E 101-43160-322 Utilities $145.16 E 101-43160-322 Utilities $48.90 Total XCEL ENERGY $194.06 10100 BANK OF ELK RIVER $129,316.30 Fund Summary $129,316.30 17326 53RD ST WELL 16935 56TH SEWER 10100 BANK OF ELK RIVER 01 GENERAL FUND $63,589.06 -01 PARK AND REC ACTIVITIES $138.25 212 Rogers Fire District $6,034.66 406 Lefebvre Watershed $150.00 413 1998 ODEAN PROJECT $420.00 415 WATER & SEWER CONST -E. Phase 1 $200.00 418 78th Street Construction $140.00 420 Page Ave. Street Construction $4,166.89 428 WEST WATER PROJ $607.41 429 WWTP-East Phase 2 $248.10 430 West Trtmnt Plant -Phase 1 $288.65 431 Slab Town W & S $10,645.00 435 85th Street Project - East $240.00 436 85th Street Project - West $5,000.00 601 WATER FUND $10,847.82 602 SEWER FUND $9,400.36 701 DEVELOPMENT ESCROWS FUND $11,200.10 702 BUILDERS ESCROW FUND $6,000.00 $129,316.30 17326 53RD ST WELL 16935 56TH SEWER NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP RE: Otsego — Zimmer Property; Preliminary Plat MEMO DATE: 18 August 2003 ACTION DATE: 13 September 2003 NAC FILE: 176.02 — 03.17 CITY FILE: 2003-33 The Planning Commission held a public hearing on 4 August 2003 to consider the above referenced application for D.R. Horton, Inc. Mr. Tom Bakritges of D.R. Horton was present to represent the project and provided background of their company and the overall project. There were no comments from the public. The Planning Commission discussion focused on the intensity of the proposed project, specifically the number of townhouse uses. City Staff explained that the development plan was within density allowances prescribed by the Comprehensive Plan and that there is sufficient lot area per unit for each of the townhouse nodes. Staff further said that the development plan responded to the anticipated levels of traffic along MacIver Avenue and at the 70th Street intersection, which will be a major crossroads. The Planning Commission closed the public hearing and voted 6-1 to recommend approval of the applications. Commissioner Fry was opposed to the motion because of the number of townhouse units. The applications are to be considered by the City Council at their meeting on 25 August 2003 at 6:30 PM. Decision 1 — Zoning Map Amendment A. Motion to rezone the subject site to R-6 District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table the request. Decision 2 — Preliminary Plat and PUD -CUP A. Motion to approve the preliminary plat and PUD -CUP, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Realignment of MacIver Avenue shall be subject to review and approval of the City Engineer and Wright County. 3. Street 1 will be limited to a maximum length of 500 feet north of Street 5 and development of the townhouse uses on Outlot A will not be allowed until such time as the right-of-way is acquired to intersect the roadway with 701h Street. 4. The development plan is revised to provide an additional street connection from Street 2 to the east plat line adjacent to the overhead power line easement within Outlot F. 5. Lot 1 of Block 1 is revised to provide additional right-of-way along the east plat line for a future street connection to the east and the location of Street 5 is subject to coordination with the property to the east and City Staff approval. 6. The development plan is revised to eliminate the southern access to Outlot A from Street 1 and provide for access to Outlot A from Street 2 in proximity of Lots 1-4 of Block 3. 7. The maximum number of dwelling units per Villa or coach townhouse building shall be eight. Urban townhomes may have up to ten units per building. 8. The preliminary plat is revised to designate the common openspace on townhome base lots as an outlot with an overlaying drainage and utility easement. 9. The applicant must submit proposed color schemes for the townhome buildings with a sufficient number of options to provide variety in the development appearance, subject to City Staff approval. 10. The development plan must provide for sidewalks adjacent to the through private drives (with a 25 foot garage front setback from the sidewalk) or is 2 pedestrian trails within the common spaces for pedestrian access, subject to City Staff approval. 12. The site plan must be revised to provide for 245 guest parking stalls at appropriate locations throughout the townhouse sites, subject to City Staff approval. 13. The preliminary plat is revised to provide a 65 foot setback on both sides of Maclver Avenue for that section of the roadway where the right-of-way is entirely within Otsego. 14. Street 3 shall be limited to a length of 500 feet from its east intersection with Street 2 until the necessary right-of-way is acquired for a through connection to the north intersection with Street 2. 15. A landscape plan for the perimeter and foundation plantings for phase 1 of the townhouse units, required buffer yards adjacent to 701h Street, MacIver Avenue and CSAH 37, and two trees per single family lot shall be submitted, subject to review and approval of City Staff. 16. Park and trail dedication requirements of Section 21-7-18 of the Subdivision Ordinance are to be satisfied as a cash fee in lieu of land in effect at the time of final plat approval, subject to any credits for ' construction of trails along MacIver Avenue and 70th Street. 17. All grading, drainage, utilities, easements and streets are subject to review and approval of the City Engineer. 18. A temporary emergency access is provided from the southern terminus of Private Drive 6 to MacIver Avenue until such time as permanent roadways are constructed with future phases when the access is to be removed. 19. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. Decision 3 - EAW A. Motion to adopt findings that the proposed development plan does not have potential for significant environmental effects and that preparation of an EIS is not to be required based on a review of the submitted EAW and evidence received, subject to the following condition: 0 3 The project shall proceed in conformance with the preliminary plat and applicable stipulations approved on 25 August 2003 by the City Council. B. Motion to adopt findings that the proposed development plan does have potential for significant environmental effects and that preparation of an EIS is to be required based on a review of the submitted EAW and evidence received (Specific environmental impacts must be cited). PC. Mike Robertson, City Administrator Judy Hudson, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Tom Bakritges, D.R. Horton Ed Hasek, Westwood Professional Services, Inc. • 4 CITY OF 0 T S E G 0 WRIGHT COLTITY, iVIENiNESOT_-k APPLICANT: D.R. Horton, Inc. 08-05-03 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment rezoning land included as part of the Zimmer Farms Preliminary Plat from A-1, Agriculture Rural Service Area to R-6, Residential Townhouse, Quadraminium and Low Density Multiple Family District. CITY COUNCIL MEETING: 25 August 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential and medium-high density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1 District. The applicant is requesting a Zoning Map amendment to include the property within the R-6 District for the purpose of developing single family and townhouse residential dwellings, which are permitted uses in the R-6 Districts. D. The Planning Commission and City Council must take into consideration the possible effects of the rezoning with their judgment based upon (but not limited to) the criteria outlined in Section 20-3-2.17 of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan anticipates the 160 acres between 70`h Street and CSAH 37 adjacent to the City of Albertville being developed half with low density residential uses and half with medium high density land uses. The transition between the two land uses was anticipated to be a relocated Maclver Avenue corridor to the east of its present alignment. The development plan reorients the land uses guided by the Comprehensive Plan with medium-high density land uses at the north and south ends of the property with lower intensity single family and smaller townhouse buildings near the center of the development plan. MacIver Avenue is not used as the focus of a land use transition the interest of using the existing right-of-way for MacIver Avenue shared by the Cities of Albertville and Otsego and aligning the roadway with MacKenzie Avenue at CSAH 37. The proposed alignment of Maclver Avenue also provides for a logical expansion of the commercial area guided for the Eide property west of the subject site. The densities guided by the Comprehensive Plan would allow for as many as 960 dwelling units to be developed on the subject site. The density of the 603 dwelling units shown on the development plan is 4.3 units per acre, which is slightly more than what the Comprehensive Plan would define as low density residential. Furthermore, the development plan provides for smaller nodes of similar dwelling units for greater variety in the character of the subdivision. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below illustrates land uses surrounding the subject site. The proposed development plan is compatible with the various existing and planned land uses surrounding the subject site. The design plan is particularly sensitive to potential negative impacts near the MaciverAvenue/70'h Street intersection and in the area adjacent to future commercial use and CSAH 37 at the south end of the property. The single family lots located along Street 2 provides for an orderly transition to future single family uses to the east. Direction;residential Use Plan Zonin Map Existing Use North dential R-6 District Martin Farms East ential A-1 District Rural Residential South ential A-2 District A riculture Unsewered Residential cial B-3 District Agriculture emi-Public P/IDistrict Comof=nl West ential R -1A District Agriculture —Albertville emi-Public P/1 District WWTP — Albertville cial I A-1 District Nursery 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will be required to conform to the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as may be allowed and specifically identified on the development plan under the PUD -CUP. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development provides for logical extension of the City's sanitary sewer and water utilities to allow for implantation of the Comprehensive Plan for the west sanitary sewer service district. More importantly, the development plan provides for critical roadways that are part of the City's collector and arterial system necessary to accommodate traffic within the west sanitary sewer service district. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: Development of the subject site will be accompanied by and provide for upgrades to Maclver Avenue and 70`h Street, which are critical roadways to link traffic generated by the proposed subdivision and others within the west sanitary sewer service district to regional transportation corridors. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use provides for utilization of sanitary sewer and water capacities under construction and for a critical transportation system link between 70"' Street and CSAH 37 to move traffic to and from the west sanitary sewer service district. E. The planning report dated 30 July 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 31 July 2003 prepared by the City Engineer, Hakanson Anderson Associates, Inc. is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 4 August 2003 to consider the application, preceded by published and mailed notice. Based upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for approval of a Zoning Map amendment for lands included in the Zimmer Farms Preliminary Plat is hereby approved based on the most current plan and information received to date. PASSED by the Otsego City Council this 25th day of August, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE ZIMMER FARMS PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by ExhibitA (the "property"). Section 2. The property is hereby rezoned from an A-1, Agriculture Rural Service District designation to a R-6, Residential Quadraminium, Townhouse and Low Density Multiple Family District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 25th day of August, 2003. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk CITY OF 0 T S E G 0 WRIGHT COUNTY, NILNINESOTA APPLICANT: D.R. Horton, Inc. 08-05-03 FINDINGS & DECISION PUD -CUP / PRELIMINARY PLAT APPLICATION: Request for preliminary plat approval for Zimmer Farms consisting of approximately 113 single family lots and 490 townhouse units within the west sanitary sewer service district. CITY COUNCIL MEETING: 25 August 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential and medium-high density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-6 District. The proposed single family and townhouse residential dwellings are permitted uses in the R-6 Districts. D. A PUD -CUP is required by Section 20-17-10.C.1 of the Zoning Ordinance for platting townhouse uses in a unit and base lot configuration with multiple principal buildings and fror development within the Shoreland Overlay District per Section 20-92-17 of the Zoning Ordinance. The Planning Commission and City Council must take into consideration the possible effects of the PUD -CUP with their judgment based upon (but not limited to) the criteria outlined in Section 20-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan anticipates the 160 acres between 70`h Street and CSAH 37 adjacent to the City of Albertville being developed half with low density residential uses and half with medium high density land uses. The transition between the two land uses was anticipated to be a relocated MacIver Avenue corridor to the east of its present alignment. The development plan reorients the land uses guided by the Comprehensive Plan with medium-high density land uses at the north and south ends of the property with lower intensity single family and smaller townhouse buildings near the center of the development plan. Maclver Avenue is not used as the focus of a land use transition the interest of using the existing right-of-way for Maclver Avenue shared by the Cities of Albertville and Otsego and aligning the roadway with MacKenzie Avenue at CSAH 37. The proposed alignment of Maclver Avenue also provides fora logical expansion of the commercial area guided for the Eide property west of the subject site. The densities guided by the Comprehensive Plan would allow for as many as 960 dwelling units to be developed on the subject site. The density of the 603 dwelling units shown on the development plan is 4.3 units per acre, which is slightly more than what the Comprehensive Plan would define as low density residential. Furthermore, the development plan provides for smaller nodes of similar dwelling units for greater variety in the character of the subdivision. 2.. The proposed use's compatibility with present and future land uses of the area. Finding: The table below illustrates land uses surrounding the subject site. The proposed development plan is compatible with the various existing and planned land uses surrounding the subject site. The design plan is particularly sensitive to potential negative impacts near the Maclver A venue/70th Street intersection and in the area adjacent to future commercial use and CSAH 37 at the south end of the property. The single family lots located along Street 2 provides for an orderly transition to future single family uses to the east. Direction Land Use Plan Zoning MapExisting Use North LD Residential R-6 District Martin Farms East LD Residential A-1 District Rural Residential A riculture South LD Residential A-2 District Unsewered Residential Commercial B-3 District Agriculture Public/Semi-Public P/IDistrict Cemetery West LD residential -R -1A District Agriculture -Albertville Public/Semi-Public P/I District WWTP -Albertville Commercial A-1 District Nursery 3. The proposed use's conformity with all performance standards contained in the Zoriing Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will be required to conform to the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as may be allowed and specifically identified on the development plan under the PUD -CUP. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development provides for logical extension of the City's sanitary sewer and water utilities to allow for implantation of the Comprehensive Plan for the west sanitary sewer service district. More importantly, the development plan provides for critical roadways that are part of the City's collector and arterial system necessary to accommodate traffic within the west sanitary sewer service district. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: Development of the subject site will be accompanied by and provide for upgrades to Maclver Avenue and 70"' Street, which are critical roadways to link traffic generated by the proposed subdivision and others within the west sanitary sewer service district to regional transportation corridors. 2 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use provides for utilization of sanitary sewer and water capacities under construction and for a critical transportation system link between 70th Street and CSAH 37 to move traffic to and from the west sanitary sewer service district. E. The planning report dated 30 July 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 31 July 2003 prepared by the City Engineer, Hakanson Anderson Associates, Inc. is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 4 August 2003 to consider the application, preceded by published and mailed notice. Based upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 6-1 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for approval of a PUD -CUP and the Zimmer Farms Preliminary Plat is hereby approved based on the most current plan and information received to date, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Realignment of MacIver Avenue shall be subject to review and approval of the City Engineer and Wright County. 3. Street 1 will be limited to a maximum length of 500 feet north of Street 5 and development of the townhouse uses on Outlot A will not be allowed until such time as the right-of-way is acquired to intersect the roadway with 701h Street. 4. The development plan is revised to provide an additional street connection from Street 2 to the east plat line adjacent to the overhead power line easement within Outlot F. 5. Lot 1 of Block 1 is revised to provide additional right-of-way along the east plat line for a future street connection to the east and the location of Street 5 is subject to coordination with the property to the east and City Staff approval. 6. The development plan is revised to eliminate the southern access to Outlot A from Street 1 and provide for access to Outlot A from Street 2 in proximity of Lots 1-4 of Block 3. 7. The maximum number of dwelling units per Villa or coach townhouse building shall be eight. Urban townhomes may have up to ten units per building. 8. The preliminary plat is revised to designate the common openspace on townhome base lots as an outlot with an overlaying drainage and utility easement. 9. The applicant must submit proposed color schemes for the townhome buildings with a sufficient number of options to provide variety in the development appearance, subject to City Staff approval. 10. The development plan must provide for sidewalks adjacent to the through private drives (with a 25 foot garage front setback from the sidewalk) or pedestrian trails within the common spaces for pedestrian access, subject to City Staff approval. 12. The site plan must be revised to provide for 245 guest parking stalls at appropriate locations throughout the townhouse sites, subject to City Staff approval. 13. The preliminary plat is revised to provide a 65 foot setback on both sides of MacIver Avenue for that section of the roadway where the right-of-way is entirely within Otsego. 14. Street 3 shall be limited to a length of 500 feet from its east intersection with Street 2 until the necessary right-of-way is acquired for a through connection to the north intersection with Street 2. 15. A landscape plan for the perimeter and foundation plantings for phase 1 of the townhouse units, required buffer yards adjacent to 701h Street, MacIver Avenue and CSAH 37, and two trees per single family lot shall be submitted, subject to review and approval of City Staff. 16. Park and trail dedication requirements of Section 21-7-18 of the Subdivision Ordinance are to be satisfied as a cash fee in lieu of land in effect at the time of final plat approval, subject to any credits for construction of trails along MacIver Avenue and 70`h Street. 17. All grading, drainage, utilities, easements and streets are subject to review and approval of the City Engineer. 18. A temporary emergency access is provided from the southern terminus of Private Drive 6 to MacIver Avenue until such time as permanent roadways are constructed with future phases when the access is to be removed. PASSED by the Otsego City Council this 25th day of August, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 4 CITY OF 0 T S E G 0 WRIGHT COUNTY, NIINNESOTa APPLICANT: D.R. Horton, Inc. 08-05-03 FINDINGS & DECISION Negative Declaration for EIS APPLICATION: Consideration of an Environmental Assessment Worksheet related to the Zimmer Farms preliminary plat. CITY COUNCIL MEETING: 25 August 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the subject site is attached as Exhibit A. B. The project lies within the west sanitary sewer service district and is guided for low density residential and medium-high density residential land uses by the Otsego Comprehensive Plan. C. The project is zoned R-6, Residential Quadraminium, Townhouse and Low Density Multiple Family District. D. The project requires preparation of a mandatory EAW pursuant to Minnesota Rules 4410.4300 Subp. 19 and Subp. 36.A. E. The EAW was approved by the Otsego Zoning Administrator for distribution was published in the Environmental Quality Board Monitor on 21 July 2003. The 30 day comment period ended 20 August 2003. F. Section 20-38-3.D.4 of the Zoning Ordinance required the City Council to base its decision on the need for an Environmental Impact Statement (EIS) and the proposed scope of an EIS on the information gathered during the EAW process and on the comments received on the EAW. Pursuant to Minnesota Rules 4410.1700, in deciding whether a project has the potential for significant environmental effects, the following factors shall be considered: a. Type, extent and reversibility of environmental effects. b. Cumulative potential effects of related or anticipated future projects. C. The extent to which the environmental effects are subject to mitigation by ongoing public regulatory authority. d. The extent to which environmental effects can be anticipated and controlled as a result of other environmental studies undertaken by public agencies or the project proposer, or of EISs previously prepared on similar projects. G. The EAW dated 14 July 2003 prepared by Westwood Professional Services Inc. is incorporated herein. H. The planning report dated 30 July 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. The engineering review dated 31 July 2003 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. The Otsego Planning Commission conducted a public hearing at their regular meeting on 4 August 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 7-0 vote that the City Council make a finding that the request does not have the potential for significant environmental effects and preparation of an EIS is not necessary based on the aforementioned findings. K. No comments were received during the 30 day comment period regarding the project EAW. DECISION: Based on the foregoing information and applicable ordinances, the proposed Zimmer Farms does not have potential for significant environmental effects and that preparation of an EIS is not to be required based on a review of the submitted EAW and evidence received, subject to the following condition: The project shall proceed in conformance with the preliminary plat and applicable stipulations approved 25 August 2003 by the City Council. PASSED by the Otsego City Council this 25th day of August, 2003. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego ■■ Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Tom Bakritges, D.R. Horton Fran Hagen, PE, Westwood Professional Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, E.I.T. Date: July 31, 2003 Proposed Development: Zimmer Property Street Location of Property: A portion of the W'/2 of Section 31, T121, R23, south of 70th Street NE and east of Maciver Ave. Applicant: Tom Bakritges D.R. Horton 26860 Kenbridge Court, Suite #100 Lakeville, MN 55044 Developer: D.R. Horton Owners of Record: D.R. Horton Purpose: Zimmer Property is a proposed single family and townhouse residential development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) Page 1 \\Ha01\Shared Docs\MunicipaMOTSEG02000\2266\ot2266RVW1.doc INFORMATION AVAILABLE General Plans for Development for Zimmer Property by Westwood Professional Services, I nc. Preliminary Plat of Zimmer Property, by Westwood Professional Services, Inc. Grading, Drainage and Erosion Control Plan, 7/15/03, by Westwood Professional Services, I nc. Existing Conditions, 7/15/03, by Westwood Professional Services, Inc. Preliminary Plat of Zimmer Property, 7/15/03, by Westwood Professional Services, Inc. Preliminary Site Plan of Zimmer Property, 7/15/03, by Westwood Professional Services, Inc. Preliminary Grading Plan of Zimmer Property, 7/15/03, by Westwood Professional Services, Inc. Preliminary Utility Plan of Zimmer Property, 7/15/03, by Westwood Professional Services, Inc. Stormwater Computations, 7/15/03, by Westwood Professional Services, Inc. Wetland Delineation Report, 7/15/01, by Westwood Professional Services, Inc. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 SHEET 1 - EXISTING CONDITION/SURVEY 1. No Comments. DEVELOPMENT PLAN/PHASE 1 PRELIMINARY PLAT 1. Label horizontal curves on north end of Maciver Avenue. Page 2 \\Ha01\Shared Docs\Municipal\ACTSEG020001,2266\ot2266R\MI1.doc 2. Maciver Avenue is shown as a 33' wide road. Maciver is considered a collector roadway and we recommend construction to collector roadway status of 46' back of curb to back of curb. Also right of way dedication through the exceptions poses a problem. 3. A 100' tangent portion of the road is required between reverse curves on collector roads. The south end of Maciver Avenue has an 89.59' tangent. 4. Right turn lanes at each intersection of local streets with Maciver Avenue is needed. PRELIMINARY SITE PLAN 1. Right turn lane and bypass lane may be required by County at CSAH 37 intersection with Maciver. PRELIMINARY OVERALL GRADING PLAN (SHEETS 6 — 8) 1. All NURP ponds must have concrete skimmer structures. 2. Outlets from rate control areas must come out of wetland portions rather than NURP ponds. 3. Permanently disturbed wetlands must be mitigated in accordance with WCA Rules. 4. Outlet of storm sewer line in south portion of plat is across private land and will require trunk storm sewer construction and easements to be obtained. With initial ponds sized for the entire development, the developer's engineer may be able to show sufficient storage to allow Phase 1 without the ultimate outlet constructed. 5. 2 -Year, 10 -Year and 100 -Year elevations must be shown on all ponds and any backyard ponding areas. 6. Submit inlet spread calculations for review. 7. Minimum street slope allowed is 0.60%. Private drive has 0.53%. PRELIMINARY UTILITY PLANS (SHEETS 9 - 11) 1. No 6" watermain will be allowed. 2. Street 8 watermain must be 12" watermain. 3. Hydrant spacing shall be 300' max for med/hi density residential. Page 3 \\Ha01\Shared Docs\Municipal\AOTSEG0200012266\ot2266RVW1.doc 4. Discussions on serving the commercial portions and Outlot F have recommended Otsego servicing this area by gravity to Liftstation E4, which is to be located at the intersection of CSAH 37 and McAllister Avenue. An 8" gravity pipe shall be installed under Maciver Avenue to facilitate future commercial development. Sanitary sewer should be revised to raise sanitary sewer applicable amount. 5. 16" Trunk Watermain from the intersection of 70th and CSAH 19 will be required to be extended 1 mile to the project. The Developer will need to petition for the work and pay the upfront costs for the extension. As properties develop which benefit from the watermain, the Developer will receive payback through the City by way of WAC charges. 6. Sanitary sewer will need to be extended through Martin Farms via gravity and eventually through Arbor Creeks via force main to the West Otsego Sewer Plant to allow development of Zimmer Property. ROAD PROFILES (SHEETS 12 —13) 1. No comments. DETAILS (SHEET 14) 1. Street sections for Maciver Avenue may need to be revised to 46'. 2. A number of typical details form the Otsego Engineering Manual must be added. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent on the above comments. Page 4 \\Ha01\Shared Docs\Municipal'AOTSEG02000\2266\ot2266RVW1.doc NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT -addendum TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP RE: Otsego — Vetsch Farm; Comprehensive Plan Amendment REPORT DATE: 20 August 2003 ACTION DATE: 29 August 2003 NAC FILE: 176.02 — 03.24 CITY FILE: 2003-31 BACKGROUND Maplewood Development, Inc. has submitted a concept plan entitled Vetsch Farms consisting of 283 single family and various townhouse units on 121 acres of land located along CSAH 37 and south of 1-94 in the "Golden Polygon" area. The subject site is currently guided for industrial use within the West Sanitary Sewer Service District. Consistent with the interim land use plan provisions of the Comprehensive Plan, the property remains zoned A-1 District. The applicant is requesting a Comprehensive Plan amendment to guide the property for residential uses based on the concept plan. The Planning Commission held a public hearing to consider the request at their meeting on 4 August 2003. Mr. Mario Cocchiarella was present to represent the project. During the public hearing, one of the current land owners Mr. Doug Vetsch spoke in favor of the request. Mr. Arlo Middleton, who owns the 40 acre parcel northwest of the subject site also spoke in support of the application, but was concerned about land use and access impacts for development of his property. After closing the public hearing, the Planning Commission voted 6-1 to recommend denial of the request. Those opposed to the application cited the need for industrial development along the 1-94 corridor and a more than adequate supply of land for residential uses (particularly townhouse uses) in other areas of the City. Mr. Jim Kolles voted in favor of the request based on the concept plan presented for residential use. The application is to be considered at the City Council meeting on 25 August 2003. Exhibits: A. Land Use Plan B. Findings based on Planning Commission Recommendation ANALYSIS Comprehensive Plan. The Land Use Plan illustrates a generalized development pattern for the City that is to be implemented over an extended time period. In considering a request to amend the Land Use Plan, the policies of the Comprehensive Plan require that "once established, geographic land use designations and related zoning classification shall be changed only when it can be demonstrated that such modifications are in the best interest of the community" and that these changes "shall occur only when they will promote land use compatibility and pre -determined goals and policies of the Comprehensive Plan". (Policy Plan, p. 38) The land owners had made a similar request to change the land use designation of their property to residential during the 2001 Comprehensive Plan update. " This request was rejected by the Planning Commission and City Council Concept Plan. The submitted concept plan illustrates a residential development consisting of 57 single family lots, 58 twin home units, 64 townhouse dwellings in four unit buildings and 104 townhouse dwellings in eight unit buildings. The overall project has a density of 2.3 units per acre, which would be consistent with the City's definition of low density residential uses in large part to the private open space, wetlands and other natural open spaces preserved as part of the development plan. The townhouse buildings use a consistent architectural style with better detailing than is typically provided for such uses. If the Comprehensive Plan amendment is approved, the applicant would need to apply for a Planned Unit Development concept plan and/or development stage plan approvals, rezoning, and preliminary and final plats. A more detailed review of the concept plan would be completed at that time to check compliance with the City's various development regulations. At least on an initial basis, the intensity and general character of the use appears compatible with the subject site. Industrial Use. A primary goal of the City's Comprehensive Plan has been the establishment of industrial land uses to create an expanded tax base and employment opportunities within Otsego. Access and visibility from 1-94 are considered significant assets in achieving this goal. While the wetlands and natural amenities of the subject site serve the proposed concept plan well, these features would also benefit an office park or business campus that would be allowed to develop under the present industrial land use designation. The applicant offers no reason why the site cannot develop with industrial or business uses such as envisioned for the Kittredge Crossing development other than short term interests of the land owner and developer. The area south of 1-94 north of CSAH 37 includes approximately 280 undeveloped acres of land guided for industrial use. Changing the land use plan to residential uses for the subject site also suggests the need to change approximately 80 acres northwest of the subject site for compatibility. Thus, the area open for new industrial or office park uses could potentially be limited to the 80 acre Kolles property adjacent to the subject site to the east. While the subject site may not be entirely visible from 1-94, it is still adjacent to land that is guided for industrial use. An industrial of office park use of the subject site would contribute to the cumulative attraction of this area of the City as a business center within the City. The City of Otsego has an area of over 20,000 acres that includes 12 miles of Mississippi River frontage, 13 natural environment lakes, three designated tributary waterways, and countless wetlands and vegetation stands. However, the City has only 1.4 miles frontage to the 1-94 corridor. This information suggests that there are more than sufficient opportunities to develop high amenity residential uses in other areas of the City (including those townhouses in the Riverwood National), but limited opportunities for lands considered prime for industrial or business use. Based on these considerations, the proposed reclassification of industrial land use to residential land use is not consistent with the City's Comprehensive Plan. Sewer Extension. The nearest possible extension of sanitary sewer service to the subject site is to the first phase of Kittredge Crossing, which is over one mile away on the north side of 1-94. The City has no schedule to extend sanitary sewer service to the subject site, which must go through undeveloped and developed lands and be jacked under 1-94 at considerable expense. Following the Planning Commission meeting, the applicant has apparently indicated that they would be willing to extend of sanitary sewer and water service to the south side of 1-94 if their request is approved. This proposal was not discussed with City Staff prior to application and not presented to the Planning Commission. The City Engineer estimates that the cost of constructing the sanitary sewer collection system and water to the south side of 1-94 to be $1,800,000.00. Because the project would be leapfrogging undeveloped lands, the City's policy is that the applicant would be responsible for paying the upfront costs of the project subject to potential reimbursement from a percentage of the SAC/WAC fees related to trunk facilities (and not construction of the WWTP) from other future development occurring along these lines. The developer must also pay the full SAC/WAC fee of $9,100 per unit for utilization of sanitary sewer and water capacities. The estimate for construction of the trunk lines to the south side of 1-94 also does not include easement acquisition, which could cost an additional $1,000,000.00 given the distance involved. The City would likely have to use eminent domain to acquire the necessary easements to extend at least sewer south of 1-94. Once initiated, there is a point at which the City cannot back out of acquiring the property. As such, the cost for easement acquisition must also be paid by the applicant upfront. Costs incurred by the City and paid for by the applicant for easement acquisition are not subject to future reimbursement. The City's SAC and WAC fees account only for construction of the waste water treatment plant, trunk sewage collection system and water system based on the assumption that necessary easements would be dedicated from developing properties in exchange for utility service. The City Engineer has functional concerns about the applicant's proposal as well. The pipes extended to serve the south side of 1-94 must be sized to provide future service to the entire areas west of CSAH 19 and south of 1-94 within the west sanitary sewer service district. By extending such large pipes through so much undeveloped land, there will likely be minimal flow through the facilities. It is much more preferable to extend such large trunk facilities as development expands outward from a central core to ensure full utilization of the infrastructure and avoid service problems. Finally, the Comprehensive Plan outlines as part of its interim land use strategy that a site cannot be considered for development if necessary services to support that development will not be available for two or more years. Given the issues involved with extending sanitary sewer and water to the subject site, the applicant's request is premature until a feasible means and timetable for the project to extend municipal utilities to the subject site is presented. The Comprehensive Plan amendment application should be withdrawn and resubmitted along with a preliminary plat to initiate the time schedules required by the Subdivision Ordinance effecting submission of preliminary plats, final plats and execution of development contracts with securities for necessary improvements thus ensuring some measure of timely development. Sewer Capacity. The Comprehensive Plan states that 30 percent of available sanitary sewer capacity is to be reserved for commercial and industrial development. Based on 600,000 gallons per day capacity at the treatment plant and residential equivalent connection of 250 gallons per day, there is capacity for 1,680 residential dwellings in the first phase of the west waste water treatment plant. The City has already preliminary platted 3,075 residential dwelling units over one year before the treatment plant will be operational, which is 183% of the residential capacity and 128% of the total capacity in the first phase of the plant. Furthermore, there are approximately 240 acres east of CSAH 19 within the west sanitary sewer service district that the Comprehensive Plan guides for low density residential uses but for which no development proposals or concepts have been brought forward. At approximately 2.5 units per acre, these 240 acres could yield an additional 600 units. The Kittredge Crossing development west of CSAH 19 was subject to further restrictions on potential residential sewer capacity. The original sewer plan prepared by the City Engineer allocated 180,000 gpd. of sewer capacity to the area of the sewer district west of CSAH 19 based on the guided industrial use of the property. When the preliminary plat was approved for Kittredge Crossing, residential sewer capacity was limited to 70% of the total capacity allocated west of CSAH 19, which is equal to 126,000 gpd. or 504 RECs. Given that the subject site is under similar circumstances as Kittredge Crossing and not being in the Phase 1 service area, any approval of the applicant's request should also include a policy statement that all residential uses west of CSAH 19 and south of 1-94 shall be limited to not more than 504 RECs from the Phase 1 west waste water treatment plant. Such a policy puts the subject site into competition for available capacity with the 580 preliminary platted units in Kittredge Crossings and the Becker farm property with a potential for approximately 400 homes. 11 The City's policy is that sanitary sewer capacity is only allocated to approved final plats with executed development contracts to assure timely development. However, it does not seem prudent to amend the Land Use Plan when there is more than sufficient developable land within the phase 1 service area to utilize available sanitary sewer capacity from the phase 1 waste water treatment plant, the action would open up a third development node within the west sewer district, and present functional problems for the sewer collection and water systems. Transportation Plan. Any development of the subject site would be accessed from CSAH 37 extending west of Albertville. The City of Otsego is currently participating in the Northeast Wright County Transportation Study with the Cities of Albertville and St. Michael, Wright County and MNDoT. One of the regional issues being reviewed as part of the study is future interchange and overpass locations with 1-94 to serve these growing communities and the overall region. The City of Otsego has long advocated an interchange being constructed at 1-94 and Kadler Avenue to provide local and regional service. A Kadler Avenue interchange would provide a direct connection between 1-94 and TH 101 via the 70th Street corridor, which is anticipated to become a County Road. Furthermore, the Kadler Avenue crossing allows for traffic to bypass the City of Albertville and connect with existing CSAH 37 and CSAH 18 for regional connections. Potential construction of a future interchange at Kadler Avenue and 1-94 would make the area on the south side of the interstate that includes the subject site prime for industrial or office park development. Construction of the interchange and connecting roadways would also impact the area, potentially negatively effecting any residential developments. As such, it is premature to consider a residential use of the subject site until local and regional transportation planning is completed. Housing Supply. The balance by unit type of the 3,075 dwellings preliminary platted to date within the west sewer district is shown below: Unit Total West Sewer District Area East of CSAH 19 Single Family 41.7% 50.3% Townhouse 50.5% 40.0% Multiple Family 7.8% 9.6% While it is a goal in the Comprehensive Plan to "provide a variety of dwelling unit types and balanced housing stock to satisfy the needs, desires, and income levels of all people" (Policy Plan, p.34) it also states that the City is to avoid to the extent possible "an over supply of one type or variety of development" (Policy Plan). The Planning Commission and City Council have struggled to define the appropriate balance of single family to townhouse dwellings in the east and west sanitary sewer service districts. A major element of the Comprehensive Plan update scheduled to be undertaken next 5 year will be a specific housing chapter intended to resolve this issue. Until the City steps back from the pace of on-going development and works through a comprehensive planning process, changing the land use plan to include additional medium-high density residential uses is premature. CONCLUSION Actions for the City Council to consider are outlined below. Approval of the application requires four positive votes from the City Council in accordance with Minnesota Statutes 462.355, Subd. 3. City Staff recommends that the application be denied. Development of industrial uses along the 1-94 corridor is one of the City's foremost goals and should not be compromised. Current issues related to regional transportation planning, the amount and type of residential within the City, sewer and water access and capacity further suggest the request is premature, if not outright in conflict with the City's goals. Additional precedence for this recommendation is cited from past City Council action on informal requests from these land owners and the denial of the application submitted by Quest Development, for the Keith Vetsch property adjacent to Kittredge Crossing. Finally, City Staff is highly skeptical of the feasibility of the applicant's last minute proposal to extend sanitary sewer and water service to the area south of 194 and would question whether it is a desired outcome at this time given other outstanding issues. CITY COUNCIL ACTIONS: A. Motion to approve an amendment of the Comprehensive Plan changing the guided land use of the subject site from industrial to low density residential consistent with the policies of the Comprehensive Plan, subject to the following conditions: Residential land uses in the area west of CSAH 19 north of 194 and the area south of 194 within the west sanitary sewer service district shall be limited to not more than 504 RECs of sanitary sewer capacity from the phase 1 west waste water treatment plant. 2. Approval of the Comprehensive Plan amendment or any subsequent concept plan or preliminary plat shall not guarantee access to sanitary sewer service capacity. Sanitary sewer service shall only be allocated to approved final plats with executed development contracts to ensure the City of timely development. C 3. The applicant shall extend trunk sanitary sewer collection and water distribution to service the project in accordance with the City's sanitary sewer service and water utility pians. The cost of extending sanitary sewer and water utilities shall be that of the applicant. The applicant may potentially be reimbursed for costs incurred for construction of the trunk sewer and water infrastructure if the City collects SAC/WAC fees from other benefiting properties. Any and all costs incurred by the applicant for the acquisition of easements for the trunk sewer and water lines shall not be reimbursed. Development of the subject site will remain subject to the full SAC and WAC fees per unit in effect at the time of final plat approval. B. Motion to deny the application based on a finding that the request is inconsistent with the following policies of the Comprehensive Plan: Once established, geographic land use designations and related zoning classifications shall be changed only when it can be demonstrated that such modifications are in the best interest of the community. Such changes shall occur only when they will promote land use compatibility and pre -determined goals and policies of the Comprehensive Plan. (Policy Plan, p. 38) 2. Immediate, short range market potential and demand of activities which are not suggested for a site or area by the Comprehensive Plan or allowed by the Zoning Ordinance shall not be the sole justification for a change in activity. (Policy Plan, p. 38) 3. Industrial (and commercial) development shall be strongly encouraged to create new job opportunities and expand the local tax base to assist in paying for needed service and reduce tax impacts on housing costs. (Policy Plan, p. 49) 4. To the extent possible, the provision and maintenance of a balanced variety of development types and areas to satisfy the needs, desires and income levels of all people shall be encouraged. An over supply of one type or variety of development shall be avoided to the extent possible. (Policy Plan, p. 36) 6. A balance in the types and quantities of housing units available throughout the City shall be maintained, emphasizing higher value, single family units/lots, medium/high density multiple family and elderly housing developments to balance with existing residential development. (Policy Plan, p. 43) 7 6. Residential development shall be protected from adverse environmental impacts, including noise, air, and visual pollution. New residential development shall be prohibited in areas where noise and/or pollution exceed accepted standards and the negative impacts are not correctable by construction, site planning or other techniques. (Policy Plan, p. 43) 7. A balance in the availability of quality housing choices throughout the City shall be maintained. (Policy Plan, p. 46) PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Mario Cocchiarella Dale Vetsch Doug Vetsch CITY OF 1 0 T S E G 0 WRIGHT COUNTY, MHNNESOTA APPLICANT: Maplewood Development, Inc. 08-18-03 FINDINGS & DECISION COMPREHENSIVE PLAN AMENDMENT APPLICATION: Request for a Comprehensive Plan amendment to change the guided land use of 120 acres located south of Interstate 94 and north of CSAH 37 from Industrial to Low Density Residential Land Use. CITY COUNCIL MEETING: 25 August 2003 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the West Sanitary Sewer Service District and is guided for industrial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture Rural Service District consistent with the Interim Land Use Plan provisions of the Comprehensive Plan. D. The applicant submitted a concept plan entitled Vetsch Farms consisting of 57 single family lots, 58 twin home units, 64 townhouse dwellings in four unit buildings and 104 townhouse dwellings in eight unit buildings with an overall density of 2.3 dwellings per acre. E. The applicant requests amendment of the Land Use Plan map within the Comprehensive Plan to change the guided land use for the 120 acre property from Industrial to Residential use for development of the concept plan with sanitary sewer and water services. E. The planning reports dated 30 July 2003 and 20 August 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 4 August 2003 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 6-1 vote that the City Council deny the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for a Comprehensive Plan amendment is hereby denied based on the most current plan and information received to date and a finding that the request is inconsistent with the following polices of the Otsego Comprehensive Plan: EXHIBIT B 1. Once established, geographic land use designations and related zoning classifications shall be changed only when it can be demonstrated that such modifications are in the best interest of the community. Such changes shall occur only when they will promote land use • compatibility and pre -determined goals and policies of the Comprehensive Plan. (Policy Plan, p. 38) 2. Immediate, short range market potential and demand of activities which are not suggested for a site or area by the Comprehensive Plan or allowed by the Zoning Ordinance shall not be the sole justification for a change in activity. (Policy Plan, p. 38) 3. Industrial (and commercial) development shall be strongly encouraged to create new job opportunities and expand the local tax base to assist in paying for needed service and reduce tax impacts on housing costs. (Policy Plan, p. 49) 4. To the extent possible, the provision and maintenance of a balanced variety of development types and areas to satisfy the needs, desires and income levels of all people shall be encouraged. An over supply of one type or variety of development shall be avoided to the extent possible. (Policy Plan, p. 36) 5. A balance in the types and quantities of housing units available throughout the City shall be maintained, emphasizing higher value, single family units/lots, medium/high density multiple family and elderly housing developments to balance with existing residential development. (Policy Plan, p. 43) 6. Residential development shall be protected from adverse environmental impacts, including noise, air, and visual pollution. New residential development shall be prohibited in areas where noise and/or pollution exceed accepted standards and the negative impacts are not correctable by construction, site planning or other techniques. (Policy Plan, p. 43) 7. A balance in the availability of quality housing choices throughout the City shall be maintained. (Policy Plan, p. 46) PASSED by the Otsego City Council this 25th day of August, 2003. CITY OF OTSEGO 0 Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk • Hakanson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Anderson Phone: 763/427-5860 Fax: 763/427-0520 Assoc., l nc. CITY OF OTSEGO CITY COUNCIL CITY ENGINEER'S AGENDA August 25, 2003 Item 7.1: Consider D.R. Horton's Petition for Feasibility Study on 70th St. Trunk Watermain Item 7.2. Consider Accepting Amended Road Access Charge for 70th St. & Maciver Ave. due to no funding by Albertville of the Portion of Maciver within Albertville Item 7.3: Consider Quote from Dressel Construction on 82nd Circle Rate Control Structure Item 7.4: Consider Pay Estimate #1 for Pumphouse #3 Item 7.5: Discussion of Albertville Proposal for an Outlet of Mud Lake I Item 7.6: Consider Resolution Establishing MSA Route 106 (Paper Work Required by State Aid to Clarify Route) Item 7.5: Any other Engineering Items Civil & Municipal Engineering 2tv Land Surveving for mi \\Ha01\Shared Docs\Municipal,,AOTSEGOWgendas\2003\councilagendal2.doc • CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. RESOLUTION ORDERING PREPARATION OF REPORT ON IMPROVEMENT- TRUNK WATER MAIN IMPROVEMENTS WITHIN RIGHT OF WAY OF 701H STREET FROM CSAH 19 TO MACIVER AVENUE WHEREAS, a request has been made by Developers for the City to construct water main improvements within the right of way of 70`x' Street from CSAH 19 to MacIver Avenue; and WHEREAS, the benefited properties would either pay for their portion of the cost of the improvement by Agreement, or would be assessed for their portion of the cost of the improvements, pursuant to Minnesota Statutes, Chapter 429. NOW THEREFORE, BE IT RESOLVED BY THE OTSEGO CITY COUNCIL, WRIGHT COUNTY, MINNESOTA as follows: That the proposed improvement be referred to the City Engineers, Hakanson, Anderson & Associates, Inc. for study and they are instructed to report to the Council with all convenient speed advising the council in a preliminary way as to whether it should best be made as proposed or in connection with some other improvement, and the estimated cost of the improvement as recommended. ADOPTED by the Otsego City Council this 25h day of August, 2003. IN FAVOR: OPPOSED: Judy Hudson, City Clerk Larry Fournier, Mayor D-R-HORIFONMH I 0 NYSE Item 7.1 August 19, 2003 Hakanson Anderson and Associates, Inc. C/o Ronald J. Wagner 3601 Thurston Avenue, Suite 101 Anoka, MN 55303 Re: FEASIBILITYSTUDYPETITION FOR UTILITY/STREET EXTENSIONIIMPR 0 VEMENTS FOR "ZIMMER FARMS" Dear Mr. Wagner: This letter is being written, in connection with the petition request referenced above to perform the Feasibility Study for the utility/street extension/improvements for the "Zimmer Farms" development. If you should have any questions on this matter, please call me at 952-985-7826 (office) or 952- 292-1527 (cell). Sincerely, Tom Bakritges Project Manager Land Development Cc: Mike Robertson Dan Licht Fran Hagen Ed Hasek Peter Gualtieri Dave Sebold Don Patton Neil Hansen Item 7.2 RESOLUTION NO. RESOLUTION RECEIVING AMENDED REPORT ON IMPROVEMENT WHEREAS, pursuant to a resolution of the council acceptance of the amended Feasibility Report for 70th St. and Maciver Ave. a report which has been prepared by Hakanson Anderson Associates, Inc. with reference to the improvement of 70th Street from CSAH 19 to McAllister Ave. and Maciver Avenue from 80th St. to 60th St. and was originally presented to the council and was approved on February 24, 2003; and has been amended to include a portion of the costs associated with Maciver Ave. which the adjacent governmental agency(Albertville) has chosen not to fund and presented to the council for approval August 25, 2003. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF Otsego MINNESOTA: The Mayor and Clerk are hereby authorized to accept the amended Feasibility Report for 70th St. and Maciver Ave. with references to the improvement of 70th Street from CSAH 19 to McAllister Ave. and Maciver Avenue from 80th St. to 60th St.. Adopted by the council this 25th day of August, 2003. Clerk \\Ha01\Shared Docs\Municipal\AOTSEGO\345\ot352RES1.doc Mayor AMENDED FEASIBILITY REPORT FOR 70TH STREET AND MACIVER AVENUE AREA ARTERIAL — COLLECTOR ROADWAY CONNECTION FEE OTSEGO, MINNESOTA CITY OF TSEGO ON THE GREAT RIVER ROAD February 2003 Amended: August 2003 Prepared by: Hakanson Anderson Assoc., Inc. 3601 Thurston Avenue Anoka, MN 55303 Telephone: 763-427-5860 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Ja s E. Jo n, P.E. Ronald J. ner, P 12651 Reg. No. Date 26052 n CONTENTS Page I. Objective............................................................................................................1 II. Project Location.................................................................................................2 III. Roadway Improvement Project..........................................................................2 A. Existing Conditions......................................................................................2 B. Proposed Street Improvements....................................................................2 C. Estimated Improvement Costs.....................................................................4 D. Roadway Connection Fees...........................................................................6 1. Roadway Connection Fee per Gross Acre.............................................7 2. Roadway Connection Fee per Net Acre.................................................7 3. Roadway Connection Fee per Single Family Residential Unit .............7 IV. Conclusions and Recommendations..................................................................8 Appendix A — Feasibility Report Update for Page Avenue — 78`h Street — Quaday Avenue Area Appendix Page 1. Introduction........................................................................................................1 II. Background Data and Findings of March 1999 Study.......................................1 III. March 1999 Feasibility Study Cost Update.......................................................2 IV. March 1999 Feasibility Study Rate Update.......................................................4 V. Conclusions and Recommendations..................................................................4 LIST OF TABLES Page Table 1 Typical Residential Street Cost with Clay Subsoils ..............................4 Table 2 Typical Arterial — Collector Street Costs with Clay Subsoils................5 Table 3 Typical Residential Street Costs with Sand Subsoils fromMarch 1999 Study......................................................................App. 2 Table 4 Update of Table 2 of March 1999 Study ...............................................App. 3 Table 5 Typical Residential Street Cost with Sand Subsoils..............................App. 3 LIST OF EXHIBITS ' Following Page A. Project Location Map.........................................................................................2 B. Arterial Street — Ultimate Design of Midblock..................................................2 C. Arterial Street — Phase 1 Construction of Midblock..........................................2 D. Arterial Street — Ultimate Design of Intersection..............................................2 E. Arterial Street — Phase 1 Construction at Intersection.......................................2 F. Typical Local Residential Urban Street Section................................................3 G. Area of Benefit Boundary Map..........................................................................6 70' STREET AND MACIVER AVENUE AREA ARTERIAL — COLLECTOR ROADWAY CONNECTION FEE OBJECTIVE The City of Otsego has recently authorized the design of municipal sanitary sewer and water facilities to serve the City's southwest corner adjacent to the I-94 Corridor and to the City of Albertville. A number of preliminary development plats for that same area are already being submitted to the City of Otsego to connect to those municipal utilities as soon as they become available and operational. With that impending development comes the need to plan, design and finance the City's transportation system — particularly its arterial — collector street system. The arterial — collector street system typically abuts and provides access to many of these new subdivisions without providing direct access to the individual lots within those subdivisions. Access to the individual subdivision lots is usually provided via the local residential streets within the development and those local street costs are borne by the Developer. The City's arterial — collector street system often abuts the perimeter of those new subdivisions. But in order for these major streets to fulfill their primary function of providing a high level of mobility and safety, only a very limited number of local streets are permitted to intersect the arterial — collector streets, typically at t/4 mile or greater spacing. These arterial -collector streets certainly provide benefit to the immediately abutting subdivisions, but they also provide benefit to lands and areas which often don't abut them. The City of Otsego's current street assessment policy is intended to assess the local street benefit of all streets, regardless of their functional classification as a local, collector or arterial street, to all abutting and benefiting properties. The incremental cost increase associated with making arterial and collector streets wider and/or thicker to serve greater volumes and heavier loads is borne and financed by the City of Otsego through the use of general funds as well as available Federal, State, County and/or Municipal State Aid Funds. This report, therefore, is intended to establish a fair and equitable means of assessing the local street benefit of the City's arterial — collector street system to all benefiting properties via a connection fee. Based on the methodology used in the preparation of this report, it will be recommended that the connection fee be based on an "Equivalent Single Family Residential Unit" that will apply to all developing properties in western — southwestern Otsego where the subgrade soils are predominantly clay. Furthermore, a different connection fee rate per equivalent single family residential unit will be proposed for the easterly half of Otsego where the subgrade soils are predominantly sand. Page 1 G:\Municipal\AOTSEGOk352\ot352fr-amended.doc II. PROJECT LOCATION The proposed arterial — collector road improvements being studied in this report are NE 70th Street and Maciver Avenue in the southwest corner of Otsego as shown on Exhibit A. The proposed 70th Street improvements extend from County State Aid Highway (CSAH) #19 (or LaBeaux Avenue) to McAllister Avenue — a distance of about 1.75 miles. The south half of 70th Street between LaBeaux Avenue and Maciver Avenue (the westerly one mile) is located within the corporate limits of the City of Albertville. The proposed Maciver Avenue improvements extend from CSAH #37 (NE 60`h Street) to NE 80th Street — a distance of approximately two (2) miles. The west half of Maciver Avenue in the southerly one (1) mile, between 60th Street and 70th Street, is also located in the City of Albertville. The proposed arterial -collector road improvements are located in Sections 30 and 31 of Township 121 North and Range 23 West as well as in Sections 25 and 36 of Township 121 North and Range 24 West as shown on Exhibit A. III. ROADWAY IMPROVEMENT PROJECT A. Existing Conditions 701h Street, between LaBeaux Avenue (CSAH #19) and Maciver Avenue, exists as a 26' wide, graveled, rural section roadway with a ditch along each side to facilitate drainage. The current right-of-way is 66' in width. Between Maciver and McAllister Avenues, 701h Street is a non -existing roadway with no platted right-of-way. The entire 2.0 mile length of Maciver Avenue between 60th Street (CSAH #37) and 80th Street is a 26' wide, graveled, rural section roadway with ditches along both sides of the street. Its currently platted right-of-way is 66'.in width. B. Proposed Street Improvements 70th Street is ultimately proposed to be a part of the city's arterial street system. In fact, it is being considered as a realignment route of CSAH #37 between Kadler Avenue (located one (1) mile west of LaBeaux Avenue (CSAH #19)) and Oakwood Avenue. In the future, this portion of 70th Street would be expected to have two (2) travel lanes in each direction with auxiliary left and right turn lanes provided at major intersections as shown on Exhibits B and D respectively. However, construction of 70th Street may be phased in over time with the first phase providing a travel lane and a 10' shoulder in each travel direction as shown on Exhibit C. An urban roadway design, featuring concrete curb and gutter along each side of the street as well as a stormwater inlet and piping system, is being proposed as shown on Exhibits B and C (mid -block typical roadway sections) and Exhibits D and E (typical roadway sections at intersection). This urban design would also include a 10' wide, bituminous bike path/walkway located in the boulevard area along both sides of the roadway, as shown on Exhibits B and D. Page 2 G:\Municipal\AOTSEGO\352\ot352fr--amended.doc As shown on Exhibits B and C, this ultimate 4 -lane, urban design arterial roadway will require a 100' wide right-of-way between major intersections which widens to 120' near those major intersections as shown on Exhibits D and E. The roadway will be designed and built to a 10 -ton standard which is expected to consist of 4 ''/2" of bituminous pavement, a 7" aggregate base, 6" of aggregate subbase and the use of a geotextile fabric to separate the aggregate subbase from the clay subsoils. The bike path/walkway typical pavement section will consist of a minimum of 2" of bituminous surfacing over a minimum of 4" of aggregate base. Maciver Avenue, like 701h Street, is being proposed as an arterial street in Otsego's street functional classification system and map. As such, its ultimate design could consist of 2 travel lanes in each direction as shown on Exhibit B, with auxiliary right and left turn lanes provided at intersections as shown on Exhibit D. Like 70th Street, the construction of Maciver Avenue may be staged or phased, but the minimum initial width would be 44" from face of curb to face of curb, as shown on Exhibit C, which would facilitate a 12' travel lane and a 10' shoulder in each direction. An urban design section with concrete curb and gutter along each side of the street as well as a stormwater inlet and piping system is proposed along Maciver Avenue. A 10' wide bituminous paved bike path/walkway is proposed in the boulevard area along both sides of the street ultimately. A 100' wide right-of-way is proposed along Maciver Avenue except to widen to a 120' width near major intersections as shown on Exhibits B and D. The proposed pavement thickness sections for Maciver Avenue and the associated bike path/walkway are anticipated to be the same as for 70th Street. The northerly 1'/. - 1 `/2 miles of Maciver Avenue, between 801h Street and 65th Street, is expected to remain on its existing centerline alignment. However, south of 65th — 67th Street, Maciver Avenue is anticipated to curve to the east and southeast about 1/8 — 1/4 mile, as shown on Exhibit A, to create a developable area between the new street and the existing wetlands located immediately west of existing Maciver Avenue in the City of Albertville and also straighten Maciver Avenue as the current alignment meanders through Albertville. The local residential urban street section for the City of Otsego, as shown on Exhibit F, consists of a 33' wide roadway within a 60' wide right-of-way. The clay type soils of western — southwestern Otsego fall into AASHTO's A-6 subgrade soil class or an R -value equal to 15. Per Exhibit F, these subgrade soils would require a minimum pavement thickness section consisting of 3 '/2" of bituminous surfacing, a 4" class 5 aggregate base, a 6" aggregate sub -base and a geotextile separation fabric between the clay subgrade and the aggregate sub -base. Page 3 G:\MunicipaMOTSEGOU 52\ot352fr-amended.doc v/ z f N ► � W I/10 V4, Z N.E. 67t57. 2 i s ► Q 3 60th St. 1, i N.E. 77th ST o I r N.E. 73N z z 3 — — 7Oth T. i OF WAY PUT NO. e6-5 T\4 N.. 67th REST I Yl � ► �� o*>rco I 6 C CITY OF ST. MIZHAEL CIT LEGEND EXHIBIT A 0 2000 4000 EXISTING ROADWAY PROJECT ® PROPOSED ROADWAY LOCATION MAP SCALE IN FEET 70Th STREET N.E. & Hakanson Anderson Pill MAC IVER AVENUE N.E. Assoc.,inc. I CITY OF OTSEGO, MINNESOTA [Anon«.s. S...,,... a L -du ..M-. 3601 Thump A—. An— Ni. wo 55303 DATE: 02/03 FILE'' OT352 512-427-5660 FAX 612-427-0520 AVY ZL. Z;7J3 - 5: 4L„rn K' ` _!.�^,`,IrrG OYL . �T.�iS�• •�... SL�LXi.O+.y r a 3 o r � o 03 O �t a cr CL Ix w LL O 0 cvC." i 100 ft 3 � 24 ft 52 ft 24 ft w z 3 10 ft 12 ft 14 ft 12 ft 12 ft 14 ft 12 ft 10 ft 0 2 ft THRU LANE THRU LANE THRU LANE THRU LANE 2 ft ?I BIKE XATH 2X BIKE PATH 4X 4X 2x 2X _ 4X 2X _ 4'! Bs18 'yq CURB AND GUTTER 4" TOP SOIL (TYPICAL) 2" TYPE 41 TACK COAT BITUMINOUS PAVEMENT WEAR COURSE 4" CL 5 2" TYPE 41 AGGREGATE BASE BITUMINOUS PAVEMENT BASE COURSE 2 1/2 ' TYPE 31 SUBGRADE PREPARATION , BITUMINOUS PAVEMENT 7" CL 5 �.' �"' '�' �' �� •'`�' AGGREGATE BASE 6" GRANULAR SUBBASE SUBGRADE PREPARATION (FOR CLAY SUBSOILS) GEOTEXTILE FABRIC (FOR CLAY SUBSOILS) EXHIBIT B PROPOSED TYPICAL SECTION ARTERIAL STREET Ultimate Design at Midblock MacIver Ave. & 70th St. CITY OF OTSEGO, MINNESOTA DATE: 02/03 FILE: OT352 ^W A% Aw. - *Ata. } Q 3 0 o T � o 03 00 a 0 L � rn IL m 100 ft 3I O w 24 ft 28 ft I Z 3 O it 10 ft 16 f t 10 f t 12 ft 12 ft 10 ft 2 ft SHOULDER DRIVE LANE DRIVE LANE SHOULDER I ��E PATH2P T H 4—X -� 4N 2X —2%—, I �\ 8618 CURB AND 44,*P SOIL GUTTER (TYPICAL) 2" TYPE 41 K COAT BITUMINOUS PAVEMENT WEAR COURSE ; " 2' TYPE 41 4' Cl 5 BITUMINOUS PAVEMENTBASE COURSE AGGREGATE BASE 2 SE 'TYPE 31 BITUMINOUS PAVEMENT SUBGRADE PREPARATION 7' CL 5 AGGREGATE BASE 6' GRANULAR SUBBASERADE PREPARATION (FOR CLAY SUBSOILS)TILE FABRIC (FOR CLAY SUBSOILS) N. LJ z 3I 0 w 17 ft 10 ft 5 f 14 ft 2 ft THRU LANE BIKE PATH 2X 4X ` } Q 3 s O 83 Q w 0 ° a. O t W.T CL ww 120 ft I 86 ft 17 ft 9 ft 1 5 ft 14 ft E ft 14 ft 12 ft 12 ft 14 ft 5 ft THRU LANE MEDIAN LEFT TURN THRU LANE THRU LANE TRIGHT TURN LANE I LANE 8618 CURB AND GUTTER (TYPICAL) 2" TYPE 41 BITUMINOUS PAVEMENT 4'CL5 „`' AGGREGATE BASE SUBGRADE PREPARATION 22% w z 3 0 1D ft 2 ft BIKE PATH I 0 2X -- t L 4" TOP SOIL TACK COAT WEAR COURSE 2" TYPE 41 BITUMINOUS PAVEMENT BASE COURSE - 2 1/2 " TYPE 31 BITUMINOUS PAVEMENT 7" CL 5 AGGREGATE BASE 6" GRANULAR SUBBASE \- SUBGRADE PREPARATION (FOR CLAY SUBSOILS) GEOTEXTILE FABRIC (FOR CLAY SUBSOILS) EXHIBIT D PROPOSED TYPICAL SECTION ARTERIAL STREET Ultimate Design at Intersection MacIver Ave. & 70th St. CITY OF OTSEGO, MINNESOTA DATE: 02/03 FILE: OT352 ♦.y I0, IW) - Q- 2' TYPE 41 BITUMINOUS PAVEMENT 4' CL 5 AGGREGATE BASE , SUBGRADE PREPARATION WEAR COURSE 2' TYPE 41 BITUMINOUS PAVEMENT 7' CL 5 AGGREGATE BASE 6' GRANULAR SUBBASE— (FOR CLAY SUBSOILS) TACK COAT BASE COURSE 2 1/2 ' TYPE 31 BITUMINOUS PAVEMENT SUBGRADE PREPARATION -GEOTEXTILE FABRIC (FOR CLAY SUBSOILS) EXHIBIT E PROPOSED TYPICAL SECTION ARTERIAL STREET Phase 1 Construction ® Intersection MacIver Ave. & 70th St. CITY OF OTSEGO, MINNESOTA DATE: 02/03 FILE: OT352 } 3 o >, Ir v 03 ° (off Q .0 W.21 L� o aN w Z 120 ft 3 0 33 ft 54 ft 33 ft 10 ft 21 ft 4 ft 12 ft 11 ft 1 ft 12 ft 14 ft _ 2 ft 9 THRU LANE LEFT RN THRU LANE RIGHT TURN LANE LANE o I I BIKE PATH y 22% 4% 2% 2X4% 2X�� 4% r� 2' TYPE 41 BITUMINOUS PAVEMENT 4' CL 5 AGGREGATE BASE , SUBGRADE PREPARATION WEAR COURSE 2' TYPE 41 BITUMINOUS PAVEMENT 7' CL 5 AGGREGATE BASE 6' GRANULAR SUBBASE— (FOR CLAY SUBSOILS) TACK COAT BASE COURSE 2 1/2 ' TYPE 31 BITUMINOUS PAVEMENT SUBGRADE PREPARATION -GEOTEXTILE FABRIC (FOR CLAY SUBSOILS) EXHIBIT E PROPOSED TYPICAL SECTION ARTERIAL STREET Phase 1 Construction ® Intersection MacIver Ave. & 70th St. CITY OF OTSEGO, MINNESOTA DATE: 02/03 FILE: OT352 C. Estimated Improvement Costs As stated previously, the intent of Otsego's street assessment policy is assess the local street benefit of every street, regardless of its functional classification, to all property owners within the area of benefit. The additional cost for extra pavement width and thickness associated with the City's collector and arterial streets will be financed by the City. The estimated quantities and costs, per lineal foot of centerline, for constructing a local residential, urban street in the clay soils of western - southwestern Otsego, in accordance with the City's design standard as shown on Exhibit F, are provided in Table 1 below. The unit costs shown are reflective of the unit bid prices received by the City of Otsego on recent street improvement projects. Overhead and indirect costs of 20% are added to the estimated construction costs to cover engineering, legal and administrative costs of the project. The cost of right-of-way, for the normal 60' width, is not included due to the dedication requirements of the platting process. Table I Estimated Quantities and Costs Typical Residential Otsego Street with Clay Subsoils Mn. -M R Item Description Estimated Quantity / LF Cost/Unit Extended Cost 1. Common Excavation (18" Depth) 1.90 CY $3.50 /CY $6.65 2. Geotextile Fabric 3.80 SY $1.30 /SY $4.94 3. Aggregate Sub -base (6" Thick) 1.20TON $6.00/TON $7.20 4. Aggregate Base (4" Thick) 0.70TON $11.00[TON $7.70 5. Bituminous Base (2" Thick) 0.37TON $33.00/TON $12.21 6. Bituminous Wear (1.5" Thick) 0.28 TON $35.00 /TON $9.80 7. Tack Coat 0.30 GAL $1.50 /GAL $0.45 8. Concrete Curb and Gutter 1 2.00 LF $7.50/LF $15.00 9. Storm Sewer 1.00 LF $27.00 /LF $27.00 10. Sodding 3.00 SY $2.50 /SY $7.50 11. Signing 0.02 SF $25.00 /SF $0.50 12. Striping 0.50 LF $1.00/1-F $0.50 13. Traffic Control 1.00 LF $0.75 /LF $0.75 14 IMobilization 1.00LF $2.50/LF $2.50 Estimated Total Construction $102.70/1-F Overhead (20%) $20.54 /LF Estimated Total Project Cost $123.24 /LF Page 4 G:\Municipal\AOTSEGO\352\ot352fr-amended.doc CONCRETE J CURB & GUTTER PLACED ON APPROVED SUBGRADE 60' 33'B—B 16.5' _I_ 16.5' SLOPE 113" PER FT. I A & B BITUMINOUS MAT C CLASS 5 GRAVEL BASE 34' WIDTH D APPROVED SUBGRADE 35' WIDTH w z J Li a- 0 of CL SEE PLATE 704 LEGEND AASHTO R VALUE SIGMA N18 BITUMINOUS SURFACE AGGREGATE BASE SUBGRADE WEAR NON—WEAR CLASS 5/6 CLASS 3/4 SOIL CLASS 2350 2350 3138 3138 LVWE45030C LVNW250308 C* D* A-3 R-70 < 90,000 ** 1 1/2' ** 2" ** 5" — A-4 R-20 < 90,000 1 1/2" 2" 5" — A-6 R-15 < 90,000 1 1/2- 2" 5" 6" A-7 R-10 < 90,000 1 1/2" 2" 6" 7" R-5 <90,000) 1 1/2" 2" 6" 18" * SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER **MINIMUM ALLOWABLE DESIGN THICKNESS NOTES: R VALUE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD SIGMA NIB VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN LIFE OF A FLEXIBLE PAVEMENT. LOCAL RESIDENTIAL URBAN STREET SECTION - 9 TON NO SCALE Ankerson Anderson Enp ASsoc.jnC. JlDin.'n...bn W. m 6J1l1D-427-SEQO FAX 612-iS7-C-427-0 32p EXHIBIT F TYPICAL LOCAL RESIDENTIAL URBAN STREET SECTION 70th STREET N.E. & MAC IVER AVENUE N.E. CITY OF OTSEGO, MINNESOTA DATE: 02/03 FILE: OT252 A,ig 2C. 2 01 - E: 4Wm .6.e Table 2 below provides the estimated quantities and costs to construct an arterial - collector street to Municipal State Aid Standards. The quantities and costs reflect Phase 1 construction of a 44' wide mid -block pavement width consisting of a 12' travel lane with a 10' shoulder in each direction, as shown on Exhibit C, as well as a 54' pavement width, as shown on Exhibit E, on the intersection approaches to provide an auxiliary left turn lane and an auxiliary right turn lane in addition to a thru lane in each direction. The quantities are for the total estimated length of about 3.75 miles (19,800 lineal feet) for the proposed 70th Street and Maciver Avenue improvements. An overhead rate of 25% of the estimated construction cost is utilized to cover the associated engineering, legal and administrative costs as well as fiscal and right-of- way acquisition costs not normally incurred with local street construction. The cost of right-of-way, in excess of the normal 60' width needed for local street construction, for these arterial streets is also shown in Table 2 below. Table II Estimated Quantities and Costs Typical Arterial - Collector Street With Clav Subsnils Item Description Estimated Quantity / LF Cost/Unit Extended Cost 1. Common Excavation (24" Depth) 44000.00 CY $3.50 /CY $154,000.00 2. Geotextile Fabric 105650.00 SY $1.30 /SY $137,345.00 3. Aggregate Sub -base (6" Thick) 33450.00 TON $6.00 /TON $200,700.00 4. Aggregate Base (7" Thick) 44150.00 TON $11.00 /TON $485,650.00 5. Bituminous Base (2.5" Thick) 12850.00 TON $33.00 /TON $424,050.00 6. Bituminous Wear (2" Thick) 12720.00 TON $35.00 /TON $445,200.00 7. Tack Coat 4620.00 GAL $1.50 /GAL $6,930.00 8. lConcrete Curb and Gutter 39600.00 LF $7.50 /LF $297,000.00 9. Storm Sewer- 19800.00 LF $44.00 /LF $871,200.00 10. Sodding 61450.00 SY $2.50 /SY $153,625.00 11. Signing 375.00 SF $25.00 /SF $9,375.00 12. Striping & Pavement Markings 19800.00 LF $1.00 /LF $19,800.00 13. Traffic Control 1.00 LS $15,000.00 /LS $15,000.00 14. Mobilization 1.00 LS $50,000.00 /LS $50,000.00 Estimated Total Construction $3,269,875.00 /LF Overhead (25%) $817,475.00 /LF Total Project Cost w/o R -O -W $4,087,350.00 /LF Right -of -Way 10.0 AC $20,000/AC = $200,000.00 Estimated Total Project Cost $4,287,350.00 Total Project Length $19,800.00 LF Collector - Arterial Steet Cost / LF = $216.53 The local residential street cost of $123.24 per lineal foot, as shown in Table I, is approximately 56.9% of the $216.53 per lineal foot cost of constructing an arterial - Page 5 G:\Municipai\AOTSEGO\352\ot352fr-amended.doc ' collector street, as shown in Table 2. It is that local street cost of $123.24 / LF that the City needs to assess to the benefiting property owners in a fair and equitable manner in accordance with the City's Assessment Policies. D. Roadway Connection Fees As shown in Table I of the previous section, the local residential street cost to be assessed to the benefiting property owners is $123.24 per lineal foot of street. The length of the proposed 70th Street and Maciver Avenue road improvements is approximately 3.75 miles or 19,800 lineal feet. However, the south half of 70th Street between LaBeaux Avenue (CSAH #19) and Maciver Avenue, a length of about 5250 lineal feet, lies within the corporate limits of the City of Albertville, whom we anticipate, will finance the proposed improvements for that half of the roadway. The same not is true for the west half of Maciver Avenue from 70th Street to approximately 4220' south of 70th Street as shown on Exhibits A and G. Utilizing only 50% of the roadway length 70th Street and 100% of Maciver Avenue, which are the streets shared with the City of Albertville, results in an adjusted street length of 17,175 lineal feet. Multiplying this adjusted 17,175' street length by the local residential street cost of $123.24 per lineal foot results in a total estimated cost of $2,116,647.00 which needs to be assessed to the area of benefit. The $2,116,647.00local residential street cost is proposed to be financed by means of a roadway connection fee based on one (1) of the following three (3) parameters: 1. Per gross acre; 2. Per net acre (gross area less right-of-way, ponds, lakes and wetlands); or 3. Single Family Residential Unit. Of key importance in the calculation of the proposed roadway connection fee is the delineation of the area of benefit. The use of physical land features (i.e. ridge lines, drainage ditches, lakes, wetlands, etc.) and property ownership lines does not provide an equitable division of land with respect to other, adjacent collector and arterial streets and would likely result in widely fluctuating connection fee rates from one improvement project area to the next. And such a methodology would also necessitate a new connection fee rate study for each new improvement project on the City's arterial — collector street system. Therefore, in an effort to provide equity from one area of benefit to another and to simplify the administration of a "roadway connection fee", the area of benefit was determined on a geometric basis — that is "to split the distance in half between the collector — arterial streets being improved and the adjacent collector — arterial streets. In this case, the paralleling streets to 70th Street and Maciver Avenue within the Otsego corporate limits would be LaBeaux Avenue (CSAH #19) to the west, 80th Street to the north, McAllister Avenue to the east and 60th Street to the south. The resulting "area of Page 6 GAMuni cipal WOTSEGO'352\ot352fr-amended.doc c z s to 13 N.E. 80[n ST. n 1-7 i _r • !- 10 011'10. � 0101 1ER AVE. • ��.�� rA I I I -I r�ll I 1"I ill/ I 0 2000 4000 SCALE IN FEET Hakanson KK � Assoc.,Inc. Engineers. Surveyors t L"ftcooe Architects 3601 Tlwrstee Awnus. A .. usvnscto 55303 612-427-5860 F" 612-427-0520 ,�orttx�5ral � _r • !- 10 011'10. � 0101 1ER AVE. • ��.�� rA I I I -I r�ll I 1"I ill/ I 0 2000 4000 SCALE IN FEET Hakanson KK � Assoc.,Inc. Engineers. Surveyors t L"ftcooe Architects 3601 Tlwrstee Awnus. A .. usvnscto 55303 612-427-5860 _r • !- 10 011'10. � 0101 1ER AVE. • ��.�� rA I I I -I r�ll I 1"I ill/ I 0 2000 4000 SCALE IN FEET Hakanson Anderson Assoc.,Inc. Engineers. Surveyors t L"ftcooe Architects 3601 Tlwrstee Awnus. A .. usvnscto 55303 612-427-5860 F" 612-427-0520 LEGEND EXISTING ROADWAY AREA OF BENEFIT PROPOSED ROADWAY BOUNDARY VIAP -• — AREA OF BENEFIT 70th STREET N.E. & BOUNDARY MAC IVER AVENUE N.E. CITY OF OTSEGO, MINNESOTA DATE: 02/03 FILE: OT352 �......._. .\tar:d a"w::s'`.6T x5�..,a.c •.." ...._ -r..r. , benefit boundary" for the segments of 70`h Street and Maciver Avenue proposed for improvement are shown on Exhibit G and largely consist of diagonal lines. 1. Gross Acre Basis of Roadway Connection Fee Utilizing the above discussed geometric "area of benefit boundary", as shown on Exhibit G, yields the following gross acreage and the resulting roadway connection fee per gross acre: A. Gross Area by Land Section i. Section 25 (NW Section) = 318.78 Acres ii. Section 30 (NE Section) = 245.31 Acres iii. Section 31 (SE Section) = 268.72 Acres Total Estimated Gross Acreage = 832.81 Acres B. Roadway Connection Fee per Gross Acre 701h St./Maciver Ave. Only $2,116,647.00 / 832.81 Acres = $2541.57 — $2,540/Gross Acre All other Fine Grain Soil Areas $1,903,441.80 / 832.81 Acres = $2285.57 — $2,285/Gross Acre 2. Net Acre Basis of Roadway Connection Fee The net area of the geometric "area of benefit boundary" is determined by subtracting the area of the needed arterial — collector street right-of-way as well as non -developable areas (i.e. wetlands, lakes and ponds) from the gross areas determined above. The net land areas, by section, and the resulting roadway connection fee per net acre are as follows: A. Net Area by Land Section i. Section 25 (NW Section) = 276.86 Acres ii. Section 30 (NE Section) = 230.59 Acres iii. Section 31 (SE Section) = 235.65 Acres Total Estimated Net Acreage = 743.10 Acres B. Roadway Connection Fee per Net Acre 70th St./Maciver Ave. Only $2,116,647.00 / 743.10 Acres =$2848.40--$2,850/Net Acre All other Fine Grain Soil Areas $1,903,441.80 / 743.10 Acres = $2561.49 — $2,560/Net Acre 3. Single Family Residential Unit Basis of Roadway Connection Fee Page 7 G:\Municipal\AOTSEGO\352\ot352fr-amended.doc The number of single family residential units within the geometric "area of benefit boundary" is determined by multiplying the net acreage, determined above, by a development density of 2.25 single family lots or units per net acre. The total estimated number of single-family units (or lots) within the "area of benefit boundary" and the resulting roadway connection fee per single-family unit are calculated as follows: A. Estimated Number of Single Family Units 743.10 Net Acres x 2.25 Units/Net Acre = 1672 Units B. Roadway Connection Fee per Single Family Unit 701h St./Maciver Ave. Only $2,116,647.00 / 1672 Units = $1265.94 — $1265 per Single Family Unit All other Fine Grain Soil Areas $1,903,441.80 / 1672 Units = $1138.42 — $1140 per Single Family Unit IV CONCLUSIONS AND RECOMMENDATIONS Although, the initial focus on this study was to determine the local street cost associated with the proposed improvements to the collector — arterial streets of 70th Street, from LaBeaux Avenue (CSAH #19) to McAllister Avenue, and Maciver Avenue, from 60`h Street to 80th Street, and to determine a roadway connection fee which would equitably spread those local street costs to the area of benefit, the methodology actually used will, hopefully, allow an even greater or more universal application of the proposed "Roadway Connection Fee" by the City of Otsego. First and foremost, this particular "Roadway Connection Fee" is intended to be used or applied in those areas of the City of Otsego where the subgrade soils are predominantly clay in nature. The clay subsoils are most predominant in the west and southwest areas of the City of Otsego while sand subsoil are most predominant on the eastern side of the City. The cost of constructing a local residential street to the City's design standards on the clay subsoils is estimated at $123.24 per lineal foot including storm sewer, turf restoration, signing, striping, traffic control and mobilization as outlined in Section III -C and Table 1 of this Report. Secondly, the area of benefit for the proposed 70`h Street — Maciver Avenue street improvements was determined on a geometric and equal division of gross land area between intersecting and paralleling collector — arterial streets rather than based on geographic land features (i.e. ridge lines, drainage ditches, lakes, ponds, wetlands, etc.) or land ownership boundaries. This geometric or equal division of benefited land area should result in a more uniform "Roadway Connection Fee" from improvement area to improvement area. In fact, we are proposing the utilization of a single roadway Page 8 G:\Municipal\AOTSEGO\352\ot352fr-amended.doc connection fee rate for those areas of the City of Otsego having the clay subsoils. Such a • uniform rate will minimize the administrative headaches of subdivisions which fall into different areas of benefit for two (2) or more roadway improvement projects or where a subdivision might have different roadway connection fees depending on which arterial — collector street it accesses. Due to the non -funding by Albertville for Maciver Avenue the amended numbers apply to only the 701h St./Maciver Ave. general service area as shown in the exhibits included in the report. All other "Roadway Connection Fee" areas would maintain the fee established in Feb. 2003. Next, we would recommend that the Roadway Connection Fees, once adopted, be updated on an annual basis on January 1 st using a price index such as the Engineering News Record's (ENR's) Construction Cost Index. This will provide a relatively simple and straightforward means of adjusting the Roadway Connection Fee to reflect changes in the roadway construction costs as well as inflation factors without having to perform a detailed cost analysis each year. If the annual cost index adjustments appear to be getting out of balance or if verification of these adjustments is desired, an update of the study might be warranted every five (5) years or so. To provide flexibility and adaptability to the City of Otsego in the administration of this Roadway Connection Fee, we would recommend that the rate be established on an "Equivalent Single Family Residential Unit". Each single-family residence typically generates 9.57 vehicle trips per day, per "Trip Generations 60, Edition as published by the Institute of Transportation Engineers, which would equal one (1) "Equivalent Single Family Residential Unit". Utilizing that same publication, the daily trips generated by other types and sizes of land use would be calculated and then divided by 9.57 trips, as rounded down to the nearest 0.1 unit, to arrive at the number of "Equivalent Single Family Residential Units". That number of units would then be multiplied by the current annual rate to arrive at the total connection fee for each lot or parcel. Finally, as determined in Section III -D of this Study, we would recommend the establishment of a Roadway Connection Fee for those portions of the City of Otsego with predominantly clay type subsoils at a rate of $1140.00 per "Equivalent Single Family Residential Unit" for calendar year 2003. Due to the inequities, which arise due to Albertville not paying for the portion of Maciver Avenue within their corporate limits, we recommend a rate of $1265 per "Equivalent Single Family Residential Unit" for calendar year 2003 for the general service area shown on the exhibit included in this report. Page 9 GAMun icipal\AOTSEGO\352\ot3 52fr-amended.doc APPENDIX A FEASIBILITY REPORT UPDATE FOR PAGE AVENUE — 78TH STREET - QUADAY AVENUE AREA ROADWAY CONNECTION FEE INTRODUCTION In March 1999, Mr. Lawrence Koshak and Mr. Ronald Wagner of Hakanson Anderson Associates, Inc. prepared and submitted to the Otsego City Council a Feasibility Report for the "Proposed Bituminous Street Construction of Page Avenue, 78th Street and Quaday Avenue". That Feasibility Report, like the analysis of the 70th Street — Maciver Avenue Improvement Project Area discussed previously in this current study, developed a recommended "Roadway Connection Fee" to finance the local street costs associated with the proposed roadway improvements to the area arterial — collector streets (Page Avenue, 78th Street and Quaday Avenue). That local street cost needed to be financed by the newly developing subdivisions along them, to which they provided access. That Page Avenue — 78th Street — Quaday Avenue Study recommended that "the Roadway Connection Fees be based on the projected number of lots, as that is what most directly impacts the number of vehicles using the roadways". The "Roadway Connection Fee' for that study was determined to be $566.47 per lot for roadways built on a predominantly sand subsoil. Of interest to the current study was whether or not the Roadway Connection Fee of the Page Avenue — 78th Street — Quaday Avenue Study could be correlated with the current 70th Street — Maciver Avenue Study. And, if so, could a uniform or standardized Roadway Connection Fee also be established for the local street cost of the arterial — collector streets built on the sand subsoils found on the east side of Otsego. This would allow the City of Otsego to administer only two (2) "Roadway Connection Fees" — one for streets built on clay subsoils (i.e. — 70th Street and Maciver Avenue in western - southwestern Otsego) and another for streets built on sandy subsoils (i.e. — Page Avenue — 78th Street — Quaday Avenue) of eastern Otsego. II. BACKGROUND DATA AND FINDINGS OF MARCH 1999 STUDY Table 2 of that March 1999 Feasibility Study determined the Typical Residential Otsego Street Cost per Linear Foot to be as shown in Table 3 below. Appendix Page i III Table III Estimated Quantities and Costs Typical Residential Otsego Street (Cost/LF) Item Description Estimated Quantity / LF Cost/Unit Extended Cost 1. Bituminous 0.70 TON $25.00 TON $17.50 2. Class 5 Aggregate 1.20 TON $7.00 TON $8.40 3. Curb and Gutter 2.00 LF $6.50 LF $13.00 4. Common Excavation 1.30 CY $3.00 CY $3.90 Estimated Total Construction $42.80 /LF Overhead (30%) $12.84/LF Total Project Cost w/o R -O -W $55.64 /LF Right of Way Cost $10.35/LF Estimated Total Project Cost Including R -O -W $65.99 /LF The approximate length of the proposed Quaday Avenue - 78`h Street - Page Avenue construction and reconstruction was 9000 lineal feet. That 9000' length times the estimated project cost of $55.64 per lineal foot, as found in Table III above, for a typical residential Otsego Street resulted in a cost of $500,760, which needed to be financed by the Roadway Connection Fee. The benefited area, consisting of new subdivisions being platted adjacent to these roadways, encompassed approximately 429 gross acres, 384 net acres and 884 lots (about 2.30 lots per net acre). The resulting Roadway Connection Fee rates were estimated to be as follows: 1. Per Gross Acre: $500,760 / 429 Acres = $1167.27/Gross Acre 2. Per Net Acre: $500,760 / 384 Acres = $1,304.06/Net Acre 3. Per Lot: $500,760 / 884 Lots = $566.47/Lot MARCH 1999 FEASIBILITY STUDY COST UPDATE The typical local residential street section for both the March 1999 and the current study are the same as shown on Exhibit F and as found in the City's Design Standard manual. That design consists of a 33' roadway width within a 60' wide right-of-way. The minimum pavement thickness design of 3.5" of bituminous surfacing and 4" of aggregate base has not changed. As a means of updating the residential street costs as found in Table 2 of the March 1999 Study (as shown in Table III above), the estimated construction cost of $42.80 per lineal foot needs to be adjusted by the Engineering News Record's (ENR's) Construction Cost Index. That index was 5986 in March 1999, while the latest index for January 2003 was 6581. The March 1999 Study did not include the cost of lateral storm sewer, boulevard restoration (sodding), signing, striping, traffic control and mobilization in the calculation of the local residential street cost. The indirect or overhead costs needs to be modified from 30%, as contained in the March 1999 Study, to 20% as used in the Maciver Avenue - 70`' Street Study and right-of-way costs need to be dropped. Those revisions to Table II of the March 1999 Study (shown in Table III above) are provided below in Table IV. Appendix Page 2 Table IV Update of Table 2 of March 1999 Study Item Description Estimated Quantity / LF Cost/Unit Cost/Unit Extended Cost Estimated Construction Cost (March 1999) 1.30 CY $42.80 LF Construction Cost Index Adjustment (6581/5986) ($42.80) 2. $47.05 LF Construction Cost Additions to March 1999 Study: $11.00 /TON $7.70 /LF 1. Storm Sewer 1.00 LF $27.00 LF $27.00 LF 2. Sodding 3.00 SY $2.50 SY $7.50 SY 3. Signing 0.02 SF $25.00 SF $0.50 SF 4. Striping 0.50 LF $1.00 LF $0.50 LF 5. Traffic Control 1.00 LF $0.75 LF $0.75 LF 6. Mobilization 1.00 LF $2.50 LF $2.50 LF Estimated Total Construction $85.80 /LF Overhead (20%) $17.16/LF Total Project Cost w/o R -O -W $102.96/LF As a means of verifying and validating the March 1999 residential street cost per lineal foot update shown in Table IV above, the same 1999 bid items and quantities need to be multiplied by bid item unit prices used in the Maciver Avenue - 70th Street Study. The resulting cost for constructing a typical residential street on sandy soils in the City of Otsego are shown in Table V below: Table V Estimated Quantities and Costs Typical Residential Otseeo Street with Sand Suhsoik (C.nct/1 m Item Description Estimated Quantity / LF Cost/Unit Extended Cost I. Common Excavation (12" Depth) 1.30 CY $3.50 /CY $4.55 /LF 2. Class 5 Agg. Base (4" Thick) 0.70 TON $11.00 /TON $7.70 /LF 3. Bituminous Base (2" Thick) 0.37 TON $33.00 /TON $12.21 /LF 4. Bituminous Wear( 1 1/2" Thick) 0.28 TON $35.00 /TON $9.80 /LF 5. Tack Coat 0.30 GAL $1.50 /GAL $0.45 /LF 6. Concrete Curb & Gutter 2.00 LF $7.50 /LF $15.00 /LF 7. Storm Sewer 1.00 LF $27.00 /LF $27.00 /LF 8. Sodding (3" Behind Curb)3.00 SY $2.50 /SY $7.50 /LF 9. Signing 0.02 SF $25.00 /SF $0.50 /LF 10. IStriping 0.50 LF $1.00 /LF $0.50 /LF 11. Traffic Control 1.00 LF $0.75 /LF $0.75 /LF 12. IMobilization 1.00 LF $2.50 LF Estimated Construction Cost $88.46 /LF Overhead (20%) $17.69 /LF Estimated Total Project Cost $106.15 /LF Both methods of determining a current local residential street cost per lineal foot on sand subsoils, as shown in Table IV and Table V above, arrive at similar rates of $102.96 and $106.15 respectively. Appendix Page 3 IV. V. MARCH 1999 FEASIBILITY STUDY RATE UPDATE The approximate length of the proposed Page Avenue — 781h Street — Quaday Avenue construction and reconstruction was 9,000 lineal feet. Utilizing the updated local residential street cost of $102.96 per lineal foot results in a project cost increase from $500,760.00 to $926,640.00 and results in the following Roadway Connection Fees for the Quaday — 78th — Page Project. The gross and net acreage areas remain unchanged at 429 and 384 acres respectively and the number of lots remains unchanged at 884. Updated Roadway Connection Fees for 1999 Study 1. Per Gross Acre: $926,640 / 429 Acres = $2160.00/Gross Acre 2. Per Net Acre: $926,640/384 Acres = $2,413.12/Net Acre 3. Per Lot: $926,640 / 884 Lots = $1,048.24/Lot To see if the above calculated updated Roadway Connection Fees (for sandy subsoils) are reasonable, the updated local residential street cost for sandy soils of $106.15 per lineal foot needs to be multiplied by the adjusted street length of 15,445 lineal feet for the Maciver Avenue — 70`h Street Study. That total estimated project costs will then be divided by the same gross acreage, net acreage and number of single family residential units as used in the Maciver Avenue — 70th Street Study to acquire the following comparable "Roadway Connection Fees". A. Maciver Avenue — 70th Street Total Residential Street Cost for Sandy Soils • 15,445 LF x $106.15 / LF = $1,639,486.80 B. Maciver Avenue — 70th Street "Roadway Connection Fees" for Sandy Soils 1. Per Gross Acre: $1,639,486.80 / 832.81 Acres = $1,968.62 — $1,970.00/Gross Acre 2. Per Net Acre: $1,639,486.80 / 743.10 Acres = $2,206.28 — $2,205.00/Net Acre 3. Per Single Family Unit: $1,639,486.80 / 1672 Units = $980.55 — $980/Single Family Unit CONCLUSIONS AND RECOMMENDATIONS The above -discussed update to the "Feasibility Report for the Proposed Street Construction of Page Avenue, 78th Street and Quaday Avenue", dated March 1999, estimates the cost of constructing a local residential street to the City's design standards on sand subsoils at $102.96 per lineal foot including lateral storm sewer, turf restoration, signing, striVng, traffic control and mobilization. Likewise, the earlier presented "Maciver Avenue — 70t Street Roadway Appendix Page 4 Connection Fee" Study estimated the cost of constructing the city's local residential street on clay subsoils at $123.24 per lineal foot. To provide consistency in determining the appropriate rate for the two (2) proposed Roadway Connection Fees (one for construction on clay subsoil and the other on sandy subsoils), it is recommended that both sets of computations utilize the same street length, same gross acreage, same net acreage and same number of single-family units. Therefore, only the project cost per lineal foot of local street construction ($106.15/LF for sand subsoils and $123.24/LF for clay subsoils) would be variable in the computation of the two (2) connection rates. Utilizing the adjusted street length (15,445 lineal feet), gross acreage (832.81 acres), net acreage (743.10 acres) and number of single family units (1672) units) from the Maciver Avenue — 70th Street Study is recommended. In keeping with the findings, recommendations and implementation of the March 1999 Study, it is recommended that the connection fee rate continue to be established and administered on a "per equivalent single family residential unit". The cost of constructing an Otsego local residential street on sand subsoils, but using the Maciver Avenue — 70'' Street Study adjusted street length, is $1,639,486.80 (15,445 LF * $106.15/LF). This results in a recommended "Roadway Connection Fee" rate for sand subsoil of $980.00 ($1,639,486.80 / 1672 Units) per "Equivalent Single Family Residential Unit" for calendar Year 2003. As with the proposed "Roadway Connection Fee" rate for clay subsoils, we would recommend that the "Roadway Connection Fee" rate for sand subsoils also be updated on an annual basis on January I" using the Engineering New Record's (ENR's) Construction Cost Index. This, again, will provide a relatively simple and inexpensive, yet accurate, means of adjusting the Roadway Connection Fee to reflect changes in the cost of constructing roadways without having to perform a detailed analysis each year. Appendix Page 5 AUC -19-2003 05:03 PM DRESEL CONTRACTING, INC. 24044 JULY AVENUE CHISAGO CITY, MINNESOTA 55013 PHONE NUMBER 651-257-9469 FAX NUMBER 651-257-1169 SEND TO COMPOnY name 651 257 1169 P-01 FAX COVER SHEET Attention Date 7 - Fax number J 1 1 caj- P fin/ z- ?,p'? -k,•23 0 Reply ASAP E] PtWS@ COMMent ❑ pjagsS review ��r your Informatlon Total Pages, including cover. COMMENTS .. . ... ... ... .. TiyS -c J7rief,orr rr... J" ,0A0W-- mw FURNISH AND INSTALL OUTLET MANHOLE, SEE DETAIL BY ROYAL CONCRETE PIPE, INC., OR APPROVED EQUAL FURNISH AND INSTALL GRATE, SEE ATTACHED DETAIL, HAALA INDUSTRIES, 82ND STREET N.E. PART 48-57, OR APPROVED EQUAL CL 11' 11' 105.5 103.7 EXISTING 24" RCP 102.2 FURNISH AND INSTALL 100.20 12" fry RCP APRON REMOVE EXISTING 24" ,0( RCP APRON NO SCALE DATE REYISIOR �► Hakanson 1 Anderson STORM SEWER PROFILE Assoc.,lnc. 82ND STREET N.E. CITY OF OTSEGO, MINNESOTARjE L 1.- - art 8/1]/0) N(m OT901 sH[r5 /t. ITEM 7.5 Hakanson Anderson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 ASSOC., Inc. Phone: 763/427-5860 Fax: 763/427-0520 August 20, 2003 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Re:Otsego Creek — Albertville Outflow We have reviewed the proposals set forth by Albertville on an outlet from Mud Lake and under 70th St. Proposal #3 is the closest to meeting the agreement established between the two cities as part of the Otsego Creek Authority. The agreement allowed Albertville a maximum discharge of 17.4 cubic feet per second (cfs) into Otsego. Proposal #3 has an initial peak discharge of up to 36.7 cfs and remains above the 17.4 cfs threshold for approximately 6 hours. It also has a secondary sustained peak that rises to approximately 20 cfs and lasts 2 to 3 days. After taking the Albertville Proposal 93 results and running them though our computer model we had the following results. The initial peak of 36.7 cfs causes a 0.5' stage increase in the downstream 100 yr flood elevation in the sub -catchment immediately to the north of 701h St. (Willy Duerrs property). The secondary peak of 20 cfs is does not cause any appreciable increase in any of the downstream areas. We recommend the City council request the initial peak of 36.7 cfs be lowered to alleviate additional flooding concerns. Additional storage in the area just south of 70`h St. may be necessary to accommodate this. The secondary peak has a timing, which happens after the "flood wave" on Otsego Creek has passed due to the dampening affects of Mud and School Lakes. The secondary peak is also of a rate, which is not much greater than the rate set by the Otsego Creek Authority agreement. Sincerely, Hakanson Anderson Associates, Inc. Rona d J. W g er, PE RJW:dlc Enclosures Cc: Mike Robertson Judy Hudson Andy Macarthur Civil 6- Municipal �� Engineering GAN1unicipa1\A0TSEGa901\2003\ot90lhmcc2.do LandSurveyingfor 947 0 946 cv a� w 945 Ki] 412 20 0 E 10 U (-; onaurc .-jz irom zr is vuuan 4=� [Max Flow = 36.7022 ax Velocity= 11.03] Upstream Elevation Downstream Elevation Yv,#— W -)? mom _ 10'.. II M 7.5 CD 0 c� 5.0 N 1 Jan 8 Wed Jan 2003 Time RESOLUTION ESTABLISHING MUNICIPAL STATE AID STREETS No. 2003 - WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described should be designated Municipal State Aid Street under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Otsego that the road described as follows, to -wit: 93`d Street from CSAH 42 to Quaday Avenue be, and hereby is established, located, and designated a Municipal State Aid Street of said City subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the designation of said road or portion thereof, that same be constructed, improved and maintained as a Municipal State Aid Street of the City of Otsego, to be numbered and known as Municipal State Aid Street 217-106. ADOPTED ATTEST: Judy Hudson (City Clerk) 2003 CERTIFICATION Larry Fournier (Mayor) I hereby certify that the above is a true and correct copy of a Resolution duly passed, adopted and approved by the City Council of said City on , 2003. (City Clerk) Judy Hudson (SEAL) City of Otsego G:\Municipal\AOTSEGO\315\2003\ot3l5RES9.doc ^�. ?3 ITEM 8.2_ CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA i RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT- 85" STREET EAST OF CSAR 42 WHEREAS by a resolution passed by the Council on August 11, 2003 the City Clerk and City Engineer were directed to prepare a proposed assessment of the cost of improving 85`h Street east of CSAH 42 including construction of a roadway and installation of sanitary sewer, water and storm drainage improvements; AND WHEREAS, the City Clerk has notified the Council that such proposed assessment has been completed and filed in her office for public inspection. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL. OF OTSEGO, MINNESOTA as follows: A hearing shall be held on the 25`h day of September, 2003 in the Otsego City Hall at 8899 Nashua Avenue NE at 7:30 p.m. to pass upon such proposed assessment and at such time and place all persons owning property affected by such "improvement will be given an opportunity to be heard with reference to such assessment. 2. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published at least once in the official newspaper at least two weeks prior to the hearing, and she shall state in the notice the total cost of the improvement. She shall also cause mailed notice to be given to the owner of each parcdl described in the assessment roll not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such proporty, with interest accrued to the date of payment to the City Treasurer, except that no interest shall be charged if the entire assessment is paid within 30 days: from the adoption of the assessment. He may at any time thereafter, pay to the City Treasurer 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 of the succeeding year. ADOPTED by the Council this 25`s day of August, 2003. IN FAVOR: OPPOSED: Judy Hudson, City Clerk 2 CITY OF OTSEGO Larry Fournier, Mayor ITEM 8.3 - CITY OF OTSEGO COUNTY OF WRIGHT STATE OF 1v1INNESOTA RESOLU110N FOR HEARING ON PROPOSED ASSESSMENT- 85th STREET AND A PORTION OF PAGE AVENUE WHEREAS-, by a resolution passed by the Council on August 11, 2003 the City Clerk and City Engineer were directed to prepare a proposed assessment of the cost of improving 85th Street from Page Avenue to Nashua Avenue and portions of Page Avenue south of 85th; Street including construction of a roadway and installation of storm drainage improvements; AND WHEREAS, the City Clerk has notified the Council that such proposed assessment has been cotpleted and filed in her office for public inspection. NOW THEREFORE, BE IT RESOLVED 13Y THE CITY COUNCIL OF OTSEGO, MINNESOTA as follows: 1. A hearing shall be held on the 25h day of September, 2003 in the Otsego City Hall at 8899 Nashua Avenue NE at 7:00 p.m. to pass upon such proposed assessment and at such time and place all persons owning property affected by such; improvement will be given an opportunity to be heard with reference to such assessment. 2. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published at least once in the official newspaper at least two weeps prior to the hearing, and she shall state in the notice the total cost of the improvement. She shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to 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 Treasurer, except that no interest shall be charged if the entire assessment is paid within 30 1 days from the adoption of the assessment. He may at any time thereafter, pay to the City Treasurer 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 of the succeeding year. ADOPTED by the Council this 25`s day of August, 2003. IN FAVOR: OPPOSED: Judy Hudson, City Clerk 2 CITY OF OTSEGO Larry Fournier, Mayor PAY ESTIMATE NO. 1 City of Otsego Improvement Project 03-04 Pumphouse #3 25 -Aug -03 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: WATER TREATMENT PLANT / PUMP HOUSE #3, WELL PUMPS #4 & #5 AND SCADA SYSTEM, COP 03-04 Pay Estimate No. 1 Contractor: EnComm Midwest, Inc. Contract Amount: $ 802,707.00 Award Date: June 12, 2003 Completion Date: December 25, 2003 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: PART Rid Rrhad111e "A" - Rita Wnrk ITEM 7.4 Item No. Description Estimated Number of Units Unit Unit Price Contract Price Used To - Date Extension 1 Gradinq and Excavation 1 LS $2,500.00 $2,500.00 25% $625.00 2 Structural Backfill LV 400 CY $13.50 $5,400.00 30 3 Class V Gravel LV 160 TON $16.00 $2,560.00 LF 4 Bituminous Wear Course Type LV2 70 TON $83.00 $5,810.00 $115.00 5 6" Concrete Walk - Well Head Pad 47 SY $38.00 $1,786.00 $4,150.00 6 Silt Fence 300 LF $2.00 $600.00 300 $600.00 7 Seeding includes seed 0.2 AC $3,200.00 $640.00 8 Mulching includes disk anchorin 0.4 TON $1,000.00 $400.00 9 1 Fertilizer 100 LBS $1.00 $100.00 Total - Bid Schedule "A" $19,796.00 $1,225.00 Bid Schedule "B" Yard Pioino Item No. Description Estimated Number of Units Unit Unit Price Used To - Extension Date Extension 10 4" Drain Pi e Sch 40 PVC 60 LF $26.50 $1,590.00 11 3" DIP Class 52 Mechanical Joints 70 LF $48.00 $3,360.00 12 6" DIP Class 52 Mechanical Joints 30 LF $50.50 $1,515.00 13 12" DIP Class 52 Mechanical Joints 180 LF $77.00 $13,860.00 14 16" DIP Class 52 Mecanical Joints 80 LF $115.00 $9,200.00 15 48" Sanitary Manhole/Include Backwash Air Break Pioinq and 6" PVC SDR35 Stub Out 1 EACH $4,150.00 $4,150.00 16 Fittings 1000 LBS $3.50 $3,500.00 Total - Bid Schedule "B" $37,175.00 Bid Schedule "C" - WL -11 Pumn and AnmirtP nnnrac Item No. Description Estimated Number of Units Unit Unit Price Used To - Extension Date Extension 17 Submersible Well Pump & Motor 2 EACH $14,750.00 $29,500.00 18 Electric Cable Submersible (Pump to Well Head 400 LF $6.50 $2,600.00 19 6" Dro Pie 400 LF $17.25 $6,900.00 20 Pitless Adapter Unit 2 EACH 1 $20,250.00 $40,500.00 21 Excavation & Backfill for Pitless Adapter Unit including cutting 18" Well Casing 2 EACH $1,250.00 $2,500.00 22 Electrical Control Panel and Wiring for Well Pump #4 1 EACH $46,355.00 $46,355.00 23 Electrical Control Panel and Wiring for Well Pump # 1 EACH $64,175.00 $64,175.00 Total - Bid Schedule "C" TOTAL PART I $192,530.00 $249,501.00 $1,225.00 shared docs/municipal/aotsego/615/ot516pe-1 BT - 1 Pay Estimate No. 1 8/20/03 PART 2 Rid Srha_dllia_ "A" . Pumnhnuea PAY ESTIMATE NO. 1 City of Otsego Improvement Project 03-04 Pumphouse #3 Fnrnmm Mirl-f ITEM 7.4 Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Used To - Cost Date Extension 24 Pum house Building 1 LS $184,465.00 $184,465.00 5.68% $10,477.61 25 Building Mechanical 1 LS $31,080.00 $31,080.00 26 Painting and Protective Coating 1 LS $18,564.00 $18,564.00 27 Building Electrical & System Control 1 1 1 LS $90,500.00 $90,500.00 Total - Bid Schedule "A" $324,609.00 $10,477.61 Rid Srhadula "R" . Wntar Traatmant Farilitiae Total - Bid Schedule "B" $147,600.00 Rid Srhadirla "r" - Chamiral Traatmant Item No. Description Estimated Unit Unit Cost Total Estimated Used To - Cost Date Extension Item Chlorine Gas Treatment Number of LS $20,040.00 Total Estimated Used To - No. Description Units Unit Unit Cost Cost Date Extension 28 7000 Gallon H dro neumatic Tank 1 LS $25,440.00 $25,440.00 29 Air Compressor 1 LS $6,780.00 $6,780.00 Water Treatment and Distribution Piping and Sanitary Lift Station #3 with Main Control 30 Appurtenances 1 LS $61,980.00 $61,980.00 31 Control Panel H dro neumatic Tank 1 LS $52,500.00 $52,500.00 37 Startup, Operation and Maintenance Manual and 1 1 LS 1 $41,500.00 1 $41,500.00 32 Post Startup Operation Assistance 1 LS $900.00 $900.00 Total - Bid Schedule "B" $147,600.00 Rid Srhadirla "r" - Chamiral Traatmant Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Used To - Cost Date Extension 33 Chlorine Gas Treatment 1 LS $20,040.00 $20,040.00 34 Poly Phosphate Treatment 1 LS $2,520.00 $2,520.00 35 Fluoridation Treatment 1 LS $3,240.00 $3,240.00 3 Booster Pump and Vaccum Injection 1 LS $1,572.00 1 $1,572.00 Total - Bid Schedule "C" $27,372.00 Bid Schedule "D" - SCADA Svstem Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Cost Used To - Date Extension SCADDA System for Control Monitoring of Used To - No. Description Units Unit Unit Cost Cost Date Pumphouse (including Hydropneumatic Tank 38 Mobilization and Demobilization 1 LS $12,125.00 $12,125.00 100% $12,125.00 with Well #4, Well #5, 1.0 MG Water Tower #2, Sanitary Lift Station #3 with Main Control Connection to WWTP #2, including additional 37 1 hardware and software with startup 1 1 LS 1 $41,500.00 1 $41,500.00 Total - Bid Schedule "D" $41,500.00 Rid Srhadulp "F" . Mnhili7atinn Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $22,602.61 shared docs/municipal/aotsego/615/ot516pe-1 BT - 2 Pay Estimate No. 1 8/20/03 Estimated Item Number of Total Estimated Used To - No. Description Units Unit Unit Cost Cost Date Extension 38 Mobilization and Demobilization 1 LS $12,125.00 $12,125.00 100% $12,125.00 Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $22,602.61 shared docs/municipal/aotsego/615/ot516pe-1 BT - 2 Pay Estimate No. 1 8/20/03 08/20/2003 08:36 763-444-8638 ENCOMM MIDWEST LLC PAGE 02102 NO.292 P.22 PAY ESTIMATE NO.1 ITEM 7.4 City of Otsego ImProvoMmt Project 03-04 P4mphouse 03 SUMMARY OF BICON® PAWr 1 Bid Scheduls "A" .';W 1Nork f4471ie.00 6`_ 1, ,00 Bid S,otfedule "H" YArd Pipina #871T5.t10 Bid Schedule °C' - Weli P9mp end AppijnoBancas _ 579ii.�p,00 TOTAL PART ! s24oso1.00 it „Otl . PART 11 61d S*Mdulo'Am - Pun+phmwo jm!1 00.00 $10 77 s1 Did Schedule 48, - Wsrr Treatment Fsa I"as 91471e60.00 Bid SO10dl OC' - ChomjcW TroMmo it !97,371600 - - t Bid Setts" 'D" - 9CADA s"%m PI1300.00 Bid SehWHIs Mm - Mobllhatiom MAN= yi1,1a4" TOTAL PART 11 _- =ssfa,20a oo 122602.91 , TOTAL PART I AND 11 SSM 7M r TOTAL USED T'O"M _ = e_y.e1 L o t%RETAINAaa . $1.191.9 I; WB RECOmMIEND PARTIAL mymi NT OF: � APPWWALA- CONTRACTOR � ,C E7 I mat a 4 and &TMM are MDMA f9r the wofl oompNmd to dais. et Tids: r �5c `y --ti Pan: t:N61NFER: Carlitimeon ey tJI&Mri Ws m! PWP*nt work sn0 quanUff" ss shown. MAKANSON AN OCWTES. spneo: J OWNER: ClJ Y OF OTSEG9 S�rieO: 7104_ - pate; e , ' I ,noroa t6+pm919pM PT - 3 Psy:iWrra ne. erm�oa� i I AUG 18 2003 i u August 10, 2003 Otsego City Hall Attn: Mr. M. Roberts 8899 Nashua Avenue NE Otsego, MN 55330 Re: Property at: 9129 Parrish Avenue Otsego, MN 55330 This letter is regards to the unsafe driveway entrance at the above mentioned address. I would like the counsel to review the status as follows: 1) remove existing driveway 2) fill with appropriate soil 3) install a new blacktop driveway in the far west side of property off of Park Avenue to extend to existing garage 4) reverse garage door I would appreciate hearing back from you as soon as you have had time to review. Thank you in advance for your time. Sincerely Mike Christianson 9129 Parrish Avenue Otsego, MN 55330 (763) 441-4466