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06-24-02 CCMichael C Couri- Andrew J. MacArrhur Robert T. Ruppe-- David R. Wendorf *A I" licemed in fifinoU "Also licmwd in CalVomia June 12, 2002 Ron & Tracy Sadowski 1523785 1h Street Elk River, MN 55330 COURI & MACARTHUR Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN55376-0369 (763) 497-1930 (763) 497-2599 (77AX) coufian&nacarthurQpobox. com RE: Proposed Easement Agreement- Page Avenue Project Dear Mr. Mrs. Sadowski: ITEM 4. 1. US I/ JUN 1 3 2002 Enclosed please find a proposed easement agreement for the agreed upon driveway construction on your property. The driveway construction is in exchange for execution of the easement, which was previously mailed to you. The Agreement sets forth the terms and conditions, as I understand them, of your oral ageement with the City. The Agreement sets forth the obligation of both parties, your obligation is to execute the requested easement, and the City's obligation is to construct the driveway as described. Please review this document, and if acceptable, sign the Agreement and the easement in front of a notary and return both to this office or City Hall. If you have any questions or concerns please feel free to contact me. Very truly yours, G LAn-drew J. M�cArthhr COURI & MACARTHUR Encl. cc: City of Otsego Ron Wagner, City Engineer CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA EASEMENT AGREEMENT BETWEEN THE CITY OF OTSEGO AND RONALD SADOWSKI AND TRACY SADOWSKI THIS AGREEMENT made this day of June, 2002 between the City of Otsego ("CITY"), a municipal corporation under the laws of the State of Minnesota and Ronald Sadowski and Tracy Sadowski, husband and wife and Owners of the real property herein described ("OWNERS"). For good and valuable consideration as described below, OWNERS agree to convey to the City the easement as set forth on attached Exhibit A. CITY herein agrees to construct a driveway from Page Avenue to OWNERS garage in conjunction with Otsego City improvement Project No. 2002-0 1. The driveway, from curb to garage will be approximately 60 feet in length and will be 24 feet wide with a fifteen (15) foot by fifteen (15) foot hammerhead turnaround. CITY will construct the driveway with six (6) inches of Class 5 and two and one half (21/2) inches of bituminous. The location of the driveway and its general configuration is set forth on the attached Exhibit B. CITY shall allow OWNERS, and only the Owners specifically identified in this Agreement, driveway access to Page Avenue until such time as the property is developed and the existing house is moved or demolished. The right to access Page Avenue does not run with the land and does pass to any third party. OWNERS Ronald Sadowski Tracy Sadowski CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk p6-:*��i�IEL L;i4 &i::i AF Row-,LL,54 O -EAR k CR�G Luup gulj r �l pcyM pcLE 'M BE I f-MOWD ZY CT)4V3 lt (20= TRW I ac I &JSHES) F*CPCS&b STt 41#-io PRGPCM 4 Rs .37175 rf&,E7,5 ou I T Itc? ow% 30+00 &IVW94M TO K pagu, 9y ,u WR UCTJ Ca457RIJ ON 4 COUNTRY ca 6-5 s7A 35*50 . — I — f — . — . 0 ------------ ST 4-30 (L RIMP 575.41 -T dc .970.09 MYEWAY AP CvAlt.) N', 7OLF iv RW TP UA 4-7 CONSTRUCT .3 MPMART GRA%a 0M I;tQr46 WLVACE NO TAU. SO4 JAMAENT CZ 4 CRIMSON, PO�'DS outlot A ------- N PONDS 4TH mmso ------ P AGE AVE C0 CFF55M MZF TO BACK Of MR11 ....... : ............................................ ........ .................. 7671 Dow Fay Note ............ * .... ........ ...... Al ........ Co. Pt?wa IF ................. ............................. P+jo Fax$ LCM PO4T a& pglo 9TA - r4:m 41+3iD Go ......... . ....................... oposp q .................... ................. ...... .......... ........... .............. ...... ... .... ......... ......... ......... ......... .. ....... .. ..... ............... .................... ......... .. . ....... ....... ...... + + ..... . ........ + ......... ........................ ...... .......... ......... io. ..: .......... ........................... ................ ................. CLAIMS LIST CITY COUNCIL MEETING JUNE 24, 2002 TO: Judy Hudson ITEM 5. 1. 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 6-20-2002 $473,627.80 GRAND TOTAL . $473,627.80 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 06/20/02 10:15 AM Page I *Check Summary Register@ JUNE 2002 Name Check Date Check Amt 10100 BANKOFELKRIVER UnPaid AIRGAS, INC. $137.72 UnPaid B & B HOFFMAN SOD FARMS INC $407.35 UnPaid BANK OF ELK RIVER -1 $25,880.79 UnPaid BREZE INDUSTRIES $118.25 UnPajd CHOUINARD OFFICE PRODUCTS $190.94 UnPaid CHRISTIAN BUILDERS INC $2,000.00 UnPaid CONSTRUCTION BULLETIN $399.63 UnPaid COURI MACARTHUR LAW OFFICE $21,106.58 UnPaid CROW RIVER FARM EQUIPMENT $347.19 UnPald CUB FOODS ELK RIVER $164.49 UnPaid DELUXE BUSINESS FORMS & SUPPLI $150.28 UnPaid DJ'S TOTAL HOME CENTER $166.32 UnPaid DON'S BAKERY $53.67 UnPaid OUSTCOATING, INC. $33,436.42 UnPaid ECM PUBLISHERS INC $103.71 UnPaid ELECTION SYSTEMS & SOFTWARE M.03 UnPaid ELK RIVER LANDFILL $2,910.44 UnPajd ELK RIVER SCHOOL DISTRICT $3,302.00 UnPaid FAIRVIEW NORTHLAND $88.00 UnPaid FENNA HOMES $2,000.00 UnPaid G & K TEXTILE LEASING SYSTEM $517.05 UnPaid GME CONSULTANTS, INC. $2,713.00 'InPaid GODFATHER'S PIZZA $41.82 iPaid GOVERNMENT TRAINING SERVICE $232.00 JnPajd GRIDOR CONSTR., INC. $312,237.00 UnPaid G ROEN GARY CPA $832.00 UnPaid H G WEBER OIL COMPANY $406.92 UnPaid HOMES PLUS $1,000.00 UnPaid ICMA RETIREMENT TRUST $422.31 UnPaid JACQUIE ROGNU $875.00 UnPaid LEAGUE OF MN CITIES INS TRUST $7,132.00 UnPaid M.J.B. CUSTOM HOMES INC $1,500.00 UnPaid MEDICA $3,600.19 UnPaid MINNESOTA UFE $124.50 UnPaid MONTICELLO ANIMAL CONTROL $64.00 UnPaid NAGELL APPRAISAL It CONSULTING $2,900.00 UnPaid NORTHERN TECHNOLOGIES INC $1,425.00 UnPaid NORTHWEST ASSOC CONSULTANTS $11,615.63 UnPaid NOVAK-FLECK INC $1,000.00 UnPajd PEOPLE SERVICE INC. $10,818.50 UnPaid PITNEY BOWES $100.02 UnPaid POLARIS GROUP $700.00 UnPaid PUBLIC EMPLOYEES RETIREMENT FD $1,163.54 UnPaid RMR SERVICES, INC $8,726.61 UnPaId SOFTRONICS $425.00 UnPaid TOSHIBA AMERICA INFO SYS INC $203.38 UnPaid US INTERNET $49.95 UnPaid WELLS FARGO BANK MINNESOTA, N. $7,542.50 UnPaid WRIGHT COUNTY DRUG TASK FORCE $1,000.00 UnPaid WRIGHT COUNTY RECORDER $100.00 iPaid WRIGHT-HENNEPIN CO-OP ELECTRIC $1,097.75 UnPaid XCELENERGY $38.32 Total Checks $473.602.80 CITY OF OTSEGO 06/20/02 10:17 AM Page 1 *Check Detail Reqister@ JUNE 2002 ! 10100 BANKOFELK R, Unpaid AIRGAS, INC. ------- -- ............... E101-43100-210 Operating Supplies (GENERAL) $19.75 105533977 ACETY/HA2MAT/OXYGEN E101-43100-210 Operating Supplies (GENERAL) $30.97 105540857 OXYGEN/SOAPSTONE E101-43100-210 Operating Supplies (GENERAL) $87.00 105540858 MET TY1 CUT SLICER Total AIRGAS, INC. $137.72 -&B HOFFMAN SOD FARMS INC . . . . . ................................ E 101-43100-310 Miscellaneous $67-89 21574 SOD - QUILLEY E 101-43100-310 Miscellaneous $67-89 21575 SOD - QUILLEY E 101-43100-310 Miscellaneous $135.79 21616 SOD - QUILLEY E 101-43100-310 Miscellaneous $67.89 21617 SOD - QUILLEY E 101-43100-310 Miscellaneous $67-89 21699 SOD - QUILLEY Total B & B HOFFMAN SOD FARMS INC $407.35 Unpaid BANK OF ELK RIVER -1 E 421-43100-501 Equipment $4,230.21 99 EQUIP INTEREST E 421-43100-501 Equipment $21,650.58 99 EQUIP PRINCIPAL Total BANK OF ELK RIVERA $25,880.79 Unpaid BREZE INDUSTRIES ................................. E 101-43100-203 Supplies - General $118.25 12915 NUTS/WASHERS/BOLTS Total BREZE INDUSTRIES $118.25 CHOUINARD OFFICE PRODUCTS E 101-41400-201 Offica�Supplies $19o.94 51852 RUBBERSTAMPS Total CHOUINARD OFFICE PRODUCTS $190.94 Unpaid CHRISTIAN BUILDERS INC ---- --- E 702-41400-310 Miscellaneous $1,000.00 7869 PARK AVE REFUND E 702-41400-310 Miscellaneous $1,000.00 8256 PARELL AVE REFUND Total CHRISTIAN BUILDERS INC $2,000.00 Unpaid CONSTRUCTION BULLETIN E 423-43100-350 Print/Bincling (GENERAL) $133.21 2054058 QUADAY & 91 ST E 423-43100-350 Print/Binding (GENERAL) $133.21 2057517 QUADAY & 91ST E 423-43100-350 Print/Bindng (GENERAL) $133.21 2062490 QUADAY & 91ST Total CONSTRUCTION BULLETIN $399.63 Unpaid COURI MACARTHUR LAW OFFICE ....................................... E 101-41700-301 LegalServices $370.00 FIRE E 422-43100-301 Legal Services $750.00 CHRIST LUTHERN E 10 1 -42420-301 Legal Services $4,736.20 BALAMUT E 101-41700-301 LegalServices $4,110.00 GENERAL E 429-43256-301 Legal Services $3,227.38 WWTP G 701-22304 OTSEGO WATERFRONT $2,875.00 WATERFRONT G 701-22312 FEMAFLOODAREAPARISH $950.00 PARRISH - FEMA E 429-43256-301 Legal Services $700.00 WWTP DRAINAGE G 701-21942 Ranch Acres $562.50 RANCH ACRES E 101-42420-301 Legal Services $380.00 ABATEMENT E 415-43251-301 Legal Services $80.00 DAYTON SEWER E 413-43100-301 Legal Services $1,030.00 ODEAN G 701-22303 BEAUDRY CUP $350.00 BEAUDRY CUP E 418-43100-301 Legal Services $60.00 78TH ST G 701-21980 Hidden Creek Trail Subd $87.50 HIDDEN CREEK E 101-41700-301 Legal Services $100.00 MINNEGASCO E 101-41700-301 Legal Services $8.00 MOORE E 101-42420-301 Legal Services $200.00 ASLAGSON CITY OF OTSEGO 06/20/02 10:17 AM Page 2 *Check Detail Reqister@ JUNE 2002 r-hwJcAmt Invoice Comm t E101-41700-301 LegedS�rviCeS $230.00 FRANKLIN SIGN G 701-21938 TMH Development $250.00 DAY E 101 -41700-301 Legal SwAces $50.00 CABLE Total COURI MACARTHUR LAW OFFICE $21,106.58 Unpaid CROW RIVER FARM EQUIPMENT E101-43100-220 Repair/Maint Supply (GENERAL) $236.73 90330 MISC SUPPLIES E101-43100-220 Repair/Maint Supply (GENERAL) ___.L110-46 90693 MISC SUPPLIES Total CROW RIVER FARM EQUIPMENT $347.19 Unpaid CUB FOODS ELK RIVER E 101 -43620-390 Contracted Services $164.49 511/02 CLEAN UP DAY FOOD Total CUB FOODS ELK RIVER $164.49 Unpaid DELUXE BUSINESS FORMS & SUPPU E101-41400-350 Print/Binding (GENERAL) $150.28 98380536 SALES SLIPS Total DELUXE BUSINESS FORMS & SUPPLI $150.28 ............ . . ...... Unpaid DJ'S TOTAL HOIiE CENTER E 10 1 -43100-203 Supplies - General E 101-43100-203 Supplies - General E 10 1 -43100-203 Supplies - General E 10 1 -43100-203 Supplies - General E 101-43100-203 Supplies - General E 101-43100-203 Supplies - General E 101-43100-203 Supplies - General E101-43100-203 Supplies -General Total DJ'S TOTAL HOME CENTER Unpaid DON'S BAKERY $22.52 550575 MISC $14.02 552033 MISC $10.46 555216 MISC $4.25 555227 MISC $5.05 557481 MISC ($1.68) 557502 MISC $60.61 560860 MISC $51.09 562023 MISC $166.32 E101-41400-203 Supplies - General $19.80 5818 4/25 MEETING E 101-43620-390 Contracted Services $33.87 5819 CLEAN UP DAY Total DON'S BAKERY $53.67 Unpaid DUSTCOATING—, —IN—C. �- E 101-43100-436 Dustcoating $33,436.42 1162 DUST CONTROL Total DUSTCOATING, INC. $33,436.42 Unpaid ECM PUBLISHERS INC E101-41530-350 Print/Bincling (GENERAL) $57.04 130204 PLANNING COMMISSION E101-41400-350 PrinttBinding (GENERAL) $46.67 130216 NOTE OF PH LANDCOR Total ECM PUBLISHERS INC $103.71 Unpaid ELECTION SYSTEMS & SOFTWARE . ...... . . .... __ .. ........ ....... E101-41400-203 Supplies -General $35.03 485532 DOG LJCENSE BOOKS Total ELECTION SYSTEMS & SOFTWARE $35.03 Unpaid ELK RIVER LANDFILL E101-43620-390 Contracted Services $2,910.44 17060008250 CLEANUPDAY Total ELK RIVER LANDFILL $2,910.44 Unpaid ELK RIVER SCHOOL DISTRICT E415-43251-500 Capital Outlay (GENERAL) $3,302.00 EASEMENT Total ELK RIVER SCHOOL DISTRICT $3,302.00 Unpaid FAIRVIEW NORTHLAND E 101-43100-310 Miscellaneous $88.00 1830635 DOT CHECK UP Total FAIRVIEW NORTHLAND $88.00 CITY OF OTSEGO 06/20/02 10:17 AM Page 3 *Check Detail Reqister@ JUNE 2002 Check Amt Invoice Comment . .... ...... .... ..... * ........... ...... .... . ................ Unpaid FENNA HOME�i� E 101-43100-204 Insurance $7,132.00 WORK COMP 7/02 TO 7/01/03 Total LEAGUE OF MN CITIES INS TRUST $7,132.00 Unpaid MA.B. CUSTOM HOMES INC . ............. E 702-41400-310 Miscellaneous $1,500.00 FIRE PLACE ESCROW REFUND Total M.J.B. CUSTOM HOMES INC $1,500.00 E702-41400-310 Miscellaneous $1,000.00 15127 81ST ST REFUND E 702-41400-310 Miscellaneous $1,OCO.00 8277 PARELL AVE REFUND Total FENNA HOMES $2,000.00 Unpaid G & K TEXTILE LEASING SYSTEM E 101-43100-225 Uniforms $68-82 778911 UNIFORMS E 101-41940-390 Contracted Services $82.75 783793 MATS E 101-43100-225 Uniforms $101.90 783794 UNIFORMS E 101-43100-225 Uniforms $76.77 788657 UNIFORMS E 101-41940-390 Contracted Services $80.09 793516 MATS E 101-43100-225 Uniforms $106.72 793517 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $517.05 Unpaid GME CONSULTANTS, INC. E 445-43100-302 Engineering Fees $2,713.00 SOIL BORING WATERFRONT Total GME CONSULTANTS, INC. $2,713.00 Unpaid GODFATHERS PIZZA E 101-41900-430 Miscellaneous (GENERAL) $41.82 0045 EDAAC Total GODFATHERS PIZZA $41.82 Unpaid GOVERNMENT TRAINING SERVICE E 101-41530-360 EducabonfTraining/Conforences $232.00 9995 THOMPSON -LAND USE WORKSHOP Total GOVERNMENT TRAINING SERVICE $232.00 Unpaid GRIDOR CONSTR., INC. E 429-43256-500 CapitaJ Outlay (GENERAL) $312,237.00 PAY 3 EAST WWTF 2 Total GRIDOR CONSTR., INC. $312,237.00 Unpaid GROEN GARY CPA E101-41600-390 Contracted Services $832.00 MAY 02 18.5 H RS Total GROEN GARY CPA $832.00 Unpaid H G WEBER OIL COMPANY E101-43100-202 Gas&Oil $406.92 43569 DIESEL Total HG WEBER OILCOMPANY $406.92 Unpaid HOMES PLUS E702-414OG-310 Miscellaneous $1,000.00 15049 82ND CIRCLE REFUND Total HOMES PLUS $1,000.00 Unpaid ICMA RETIREMENT TRUST E 101-41400-121 PERA $192.31 PPE 618 CK 6/12 G 101-21705 Other Retirement $230.00 PPE 6J8 CK 6/12 Total [CMA RETIREMENT TRUST $422.31 . . . . . . . . . . . . . . . . . . . ; I . Unpaid JACQUIE ROGNILI E 101-41400-347 Newsletter $875.00 2002-04 MAYIJUNE VIEW Total JACQUIE ROGNILI $875.00 " �7 in aj LEAGUE OF MN CITIES INS TRUST - E 101-43100-204 Insurance $7,132.00 WORK COMP 7/02 TO 7/01/03 Total LEAGUE OF MN CITIES INS TRUST $7,132.00 Unpaid MA.B. CUSTOM HOMES INC . ............. E 702-41400-310 Miscellaneous $1,500.00 FIRE PLACE ESCROW REFUND Total M.J.B. CUSTOM HOMES INC $1,500.00 CITY OF OTSEGO 06/20/02 10:17 AM Page 4 *Check Detail Re_qister@ JUNE 2002 MEDICA ............ ......... E 101-43100-123 Health $1,450.20 PW - JULY E 101-41400-123 Health $2,149.99 ADMIN - JULY Total MEDICA $3,600.19 MINNESOTA LIFE E101-41400-130 Employer Paid Ins (GENERAL) $27.40 ADMIN - JULY E101-43100-130 Employer Paid Ins (GENERAL) $97.10 PW - JULY Total MINNESOTA LIFE $124.50 Unpaid MONTICELLO ANIMAL CONTROL E101-42710-390 Contracted Swvices $64-00 300 DOG PICK UPS Total MONTICELLO ANIMAL CONTROL $64.00 Unpaid NAGELL APPRAISAL & CONSULTING E 413-43100-390 Contracted Services $1,725.00 10145 8100 ODEAN - MEETING E 413-43100-390 Contracted Sa-vices $1,175.00 10198 8100 ODEAN - MEETING Total NAG ELL APPRAISAL& CONSULTING $2,900.00 Unpaid NORTHERN TECHNOLOGIES INC . ........... ........... ......... E 435-43100-302 Engineering Fees $712.50 02-7507-2 EAST 85TH E 436-43100-302 Engineering Fees $712.50 02-7507-2 WEST 85TH Total NORTHERN TECHNOLOGIES INC $1,425.00 1Jnpajd NORTHWEST ASSOC CONSULTANTS G 701-22317 CHURCH JCLS $391.16 10962 CHURCH LATTER DAY SAINTS G 701-22304 OTSEGO WATERFRONT $1,445.53 10962 OTSEGO WATERFRONT G 701-22315 OTSEGO MEADOWS GOLF $1,141.64 10962 OTSEGO MEADOWS GOLF G 701-22313 BLACKWOODS SITE $706.43 10962 BLACKWOODS G 701-22321 RIVERPOINTE 2ND $520.54 10962 RIVERPOINTE 2ND G 701-22311. ROESSLER MOVE IN $287.11 10962 ROESSLER G 701-22316 WATKINS $43.25 10962 CROW RIVER RENTAL G 701-22318 RIVERVIEW BANK $454.86 10962 BANKBLDG G 701-22310 LEFEBVRE CARPET REZONE $145.32 10962 LEFEBVRE CARPET G 701-21998 Autum woods 3 $13.00 10962 AUTUMN WOODS 3 G 701-21942 Ranch Acres $52.00 10962 RANCH ACRES G 701-22320 RETAIL OFFICE SPACE $149.50 10962 RETAIL SPACE E 101-41570-303 Planning Fees $1,465.80 10963 CITY HALL REMODEL E 101-42420-310 Miscellaneous $33.00 109W CODE ENFORCEMENT G 701-22314 BARTHELFEEDLOT $607.22 10963 BARTHEL FEED LOT E 203-45210-303 Planning Fees $578.12 10963 SCHOOL KNOLL PARK E 101-41570-303 Planning Fees $97.15 10963 GENERAL G 701-22312 FEMAFLOODAREAPARISH $286.00 10963 PARRISH FLOOD GRANT E 101-41670-303 Planning Fees $1,950-00 10964 MEETINGS E 101-41570-303 Planning Few $1,248.00 10965 MAY ZONING UPDATE Total NORTHWEST ASSOC CONSULTANTS $11,615.63 Unpaid NOVAK-FLECK INC ....... E702-41400-310 Miscellaneous $1,000.00 7874 PALMGREN AVE REFUND Total NOVAK-FLECK INC $1,000.00 Unpaid PEOPLE SERVICE INC. E601-49400-220 Repair/Maint Supply (GENERAL) $192.50 5784 LABOR E 601-49400-390 Contracted Services $10,626.00 5784 MONTHLY SERVICE Total PEOPLE SERVICE INC. $10,818.50 Unpaid PITNEY BOWES E101-41400-413 Office Equipment Rental $100.02 METER CITY OF OTSEGO 06/20/02 10:17 AM Page 5 *Check Detail Reqister@ JUNE 2002 Check Amt Invoice Comment Total PITNEY BOWES $100.02 Unpaid POLARIS GROUP E 101-43160-322 Utilities $38.32 054115713221 RIVERPOINTE Total XCEL ENERGY S38.32 10100 BANK OF ELK RIVER $473,602.80 FILTER: None E 430-43100-302 Engineering Fees $700.00 01070-1 WSSP WETLAND INVESTIGATION Total POLARIS GROUP $700.00 U� —PUBL—IC EMPLOYEES RETIREMENT FD E 101-43100-121 PERA $300.65 PPE 618/02 CK 6/12 E 101-41400-121 PERA $304.65 PPE 618102 CK 6/12 G 101-21704 PERA $558.24 PPE 618/02 CK 6/12 Total PUBLIC EMPLOYEES RETIREMENT FD $1,163.54 Unpaid RMR SERVICES, INC E 601-49400-203 Supplies - General $8,726.61 2002-175 METERS Total RMR SERVICES, INC $8,726.61 Unpaid SOFTRONICS ............... E 101-41400-390 Contracted Sw-vices $425.00 1973 LABOR Total SOFTRONICS $425.00 Unpaid TOSHIBA AMERICA INFO SYS INC E101-41400-413 Office Equipment Rental $203.38 — 32944004 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $203.38 USINTERNET ........... ............ 101-41400-390 Contracted Services $49.95 .424036 JULY MONTHLY FEE Total US INTERNET $49.95 Unpaid WELLS FARGO BANK MINNESOTA, N. E 302-47000-620 Fiscal Agent's Fees $375.00 AGENTFEE E 302-47000-602 Bond Interest $7,167.50 96 GO INTEREST Total WELLS FARGO BANK MINNESOTA, N. $7,542.50 Unpaid WRIGHT COUNTY DRUG TASK FORCE . ....... ....... ............... E 101-41100-801 CONTINGENCY $1,000.00 DONATION DRUG TASK Total WRIGHT COUNTY DRUG TASK FORCE $1,000.00 Unpaid WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $20.00 BARTHELCUP E 101-41400-340 Recording Fees $20.00 CHURCH RE -ZONE E 101-41400-340 Recording Fees $20.00 CHURCH SITE & BLDG E 101-41400-340 Recording Fees $20.00 ROESSLER CUP E 101-41400-340 Recording Fees $20.00 WATKINS CUP Total WRIGHT COUNTY RECORDER $100.00 Unpaid WRIGHT-HENNEPIN CO-OP ELECTRIC .... ................................. E 601-49400-390 Contracted Services $1,097.75 8760 MONTHLY FEE Total WRIGHT-HENNEPIN CO-OP ELECTRIC $1.097.75 Unpaid XCELENERGY E 101-43160-322 Utilities $38.32 054115713221 RIVERPOINTE Total XCEL ENERGY S38.32 10100 BANK OF ELK RIVER $473,602.80 FILTER: None ITEM 6. 1. 114611111THWIST ASSOCIATto CQV4%UL1rAH1r3* 111114c, 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 RE: Otsego - Lefebvre Carpet; Planning Commission Action MEMO DATE: 18 June 2002 ACTION DATE: 12 August 2002 NAC FILE: 176.02 - 02.11 CITY FILE: 2002 - Please be advised that the Planning Commission held a public hearing on 5 May 2002 to consider the above referenced request. After hearing the application, the request was tabled to the 17 June 2002 Planning Commission meeting to allow the applicanf to provide additional plans. No comments were received of the public at either the 5 May 2002 or 17 June 2002 meetings. Staff will need to work with the applicant on circulation to the loading door, a proof -of - parking agreement, and site drainage. After closing the public hearing, the Planning Commission voted 6-0 to recommend approval of the applications as outlined below. These applications will be considered at the City Council meeting on 24 June 2002 at 6:30 PM. Decision 1 -Zoning Amendment A. Motion to approve a Zoning Map amendment rezoning that portion of PID 118-500- 154302 subject to administrative subdivision from an A-1 District to B-3 District designation based upon a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based upon a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table the request. Decision 2 - Site and Building Plan Review 0 1.9 Motion to approve site and building plans for Lefebvre's Carpet, subject to the following conditions: The City Engineer review the proposed administrative subdivision relative to any impacts for the future extension of Quaday Avenue. 2. The building plans are revised to provide a loading berth with adequate turning radius for delivery vehicles. 3. The landscape plan is to be installed prior to a certificate of occupancy being issued or a security provided to ensure compliance. 4. The building plans are revised to provide light fixtures above each exterior entrance. All exterior light fixtures are to have a 90 -degree horizontal cut-off and be so directed to minimize glare to adjoining properties or public rights- of-way. 5. Any exterior trash containers shall be fully screened from view within an enclosure as approved by the Building Official. The trash enclosure must be constructed using materials consistent with the proposed expansion. 6. The applicant must provide a total of 38 parking stalls. The proposed 10 stalls on the south side of the building must be moved to the north side. 7. All signs shall conform with Section 37 of the Zoning Ordinance. Any and all existing off -premises signs advertising Lefebvre Carpet within the City of Otsego shall be removed. All grading, drainage and easements are subject to review and approval of the City Engineer. 8. Issues related to use of the existing on-site septic and well system shall be subject to review and approval of the City Engineer. 9. Comments of other City Staff. Motion to deny the application based upon a finding that the request is inconsistent with the Comprehensive Plan and Zoning Ordinance. pc. Mike Robertson Ron Wagner Judy Hudson Dave Lefebvre, Andy MacArthur Tim Smith, T.S. Lefebvre's Carpet Construction, Inc. CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: David and Holly Lefebvre. 05-14-02 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request fora Zoning Map amendment rezoning a portion of PID 118-500-154302 subject to administrative subdivision from an A-1 District to B-3 District. CITY COUNCIL MEETING: 24 June 2002 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 Sanitary Sewer Service District and is guided for commercial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1, Agriculture Rural Service Area; The applicant has requested that the property be rezoned to B-3, General Business District for the purpose of attaching it to the adjacent parcel to allow expansion of an existing building. D. The Planning Commission and City Council must take into consideration the possible effects of the PUD District and PUD Development Plan with their judgement based upon (but not limited to) the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Official City Comprehensive Plan. Finding: The Lefebvre Carpet site and parcel to be attached to it are guided by the Comprehensive Plan for commercial uses as part of the City's primary commercial center at CSAH 39 and TH 101. Accommodating expansion of Lefebvre Carpet would be consistent with the City's goals for the area. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The area surrounding Lefebvre Carpet is guided for commercial uses, which the expanded showroom/Warehouse would be compatible with. Existing uses are limited to a legal non -conforming single family dwelling to the south of the subject site and agriculture fields to the north and east. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Page 1 of 3 Finding: The proposed use will be required conform with all applicable standards of the Zoning and Subdivision Ordinance, including those conditions of the original site plan approval that have not been implemented. 4. The proposed use's effect upon the area in which it is proposed. Finding: The rezoning will provide for expansion of an existing business in an area guided to be the commercial focus of the City. No negative impacts are anticipated. 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: Lefebvre Carpet has access to CSAH 42, which has adequate capacity for the use. The site has been laid out in such a manner to allow for future access to an extension of Quaday Avenue north from Otsego Waterfront West. 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 is not anticipated to have a negative impact to the City's service capacity. E. The planning reports dated 1 May 2002 and 12 June 2002 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The letter dated 13 June 2002 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 5 May 2002 to consider the application, preceded by published and mailed notice. The request was continued and the applicant directed to provide additional site plans. The application was considered again at the 17 June 2002 regular meeting, and upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Zoning Map Amendment is hereby approved based on the most current plan and information received to date. Page 2 of 3 PASSED by the Otsego City Council this 24th day of June, 2002. CITY OF OTSEGO M Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk Page 3 of 3 CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: David and Holly Lefebvre. 06-18-02 FINDINGS & DECISION SITE AND BUILDING PLAN REVIEW APPLICATION: Request for site and building plan review for a 6,900 square foot addition onto an existing building located at 9244 NE Parrish Avenue. CITY COUNCIL MEETING: 24 June 2002 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 Sanitary Sewer Service District and is guided for commercial land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned B-3, General Business District. D. The planning reports dated 1 May 2002 and 12 June 2002 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. E. The letter dated 13 June 2002 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 5 May 2002 to consider the application, preceded by published and mailed notice. The request was continued and the applicant directed to provide additional site plans. The application was considered again at the 17 June 2002 regular meeting, and upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 6-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Zoning Map Amendment is hereby approved based on the most current plan and information received to date. The City Engineer review the proposed administrative subdivision relative to any impacts for the future extension of Quaday Avenue. 2. The building plans are revised to provide a loading berth with adequate turning radius for delivery vehicles. 3. The landscape plan is to be installed prior to a certificate of occupancy being issued or a security provided to ensure compliance. Page 1 of 2 4. The building plans are revised to provide light fixtures above each exterior entrance. All exterior light fixtures are to have a 90 -degree horizontal cut-off and so directed to minimize glare to adjoining properties or public rights-of-way. 5. Any exterior trash containers shall be fully screened from view within an enclosure as approved by the Building Official. The trash enclosure must be constructed using materials consistent with the proposed expansion. 6. The applicant must provide a total of 38 parking stalls. The proposed 10 stalls on the south side of the building must be moved to the north side. 7. All signs shall conform with Section 37 of the Zoning Ordinance. Any and all existing off - premises signs advertising Lefebvre Carpet within the City of Otsego shall be removed. 8. All grading, drainage and easements are subject to review and approval of the City Engineer. 9. Issues related to use of the existing on-site septic and well system shall be subject to review and approval of the City Engineer. PASSED by the Otsego City Council this 24th day of June, 2002. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk Page 2 of 2 ITEM 6.2. Hatir"WIST AS-SOCIATID CONSUILTA"Its* 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 RE: Otsego - Meadows Golf Course; Planning Commission Action MEMO DATE: 18 June 2002 NAC FILE: 176.02 - 02.16 CITY FILE: 2002-18 The Planning Commission held a public hearing on 3 June 2002 to consider the rezoning and PUD Development Stage Plan/Preliminary Plat for the proposed golf course and residential development. The public hearing was continued to 17 June 2002 to allow the City Staff to compete their review of the submitted plans. The main issue of debate during the public hearing is the proposed connection to the City's planned west waste water treatment plant. City Staff is strongly recommending against such a connection due to demand within the sewer district exceeding demand, the project's inconsistency with policies for expansion of the sewer service area and leapfrogging of other parcels, and the political impacts to the City's present and future waste water treatment permit applications. As with the concept plan presented in late 2001, the Planning Commission was generally in favor of the project, but opposed to a municipal sanitary sewer connection. The issue of connecting to the municipal system was raised by the City Council at the time the concept plan was considered. This would have been prior to the City finalizing its plans for the west waste water treatment plant and sanitary sewer service district. It is now known that the proposed 600,000gpd. treatment plant will only serve approximately 60 percent of the phase -1 area of the west sanitary sewer service district. Staff believes that the available capacity will be used very quickly based on concept plans that have been discussed and current economic conditions. Comments received from the public were also generally supportive of the land use. Residents along Kahler Avenue are opposed to the extension of 92 "d Street to the east line of the proposed plat. This street will provide for a future connection to Kahler Avenue at such time as the area east of the plat (currently developed with 5 -acre lots) develops further. A connection between 92rd Street and Kahler Avenue is necessary because wetlands prevent a connection to the east of Kahler and topography prevents an extension to the south. Staff emphasizes that no street extension is planned, but that the right-of-way is provided only has a consideration of future planning. After closing the public hearing, the Planning Commission voted 6-0 to recommend approval of the Zoning Map amendment and PUD Development Stage Plan/Preliminary Plat in two motions. Options for the City Council to consider at their meeting on 24 June 2002 at 6:30 PM based upon the recommendations of the Planning Commission are outlined below: Decision I -Zoning Map Amendment A. Motion to approve a Zoning Map amendment to rezone the subject site from A-1 District to PUD District based upon a finding that the request is consistent with the Comprehensive Plan and Zoning Ordinance. B. Motion to deny the application based upon a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table the request. Decision 2 - PUD Development Stage Plan/Preliminary Plat A. Motion to approve the PUD Development Stage Plan and Preliminary Plat for Otsego Meadows Golf Club, subject to the following conditions: 1. The submitted EAW is processed in accordance with Section 38 of the Zoning Ordinance, including adoption of findings on the need to prepare an EIS ten days from the end of the comment period. 2. The PUD District is subject to the uses and performance standards of the R-4 District except as modified on the approved development plans. 3. The applicant dedicate a total of 40 -feet of right-of-way for Kadler Avenue as a designated collector street. The applicant will be required at their cost to pave Kadler Avenue from CSAH 39 to 85 �h Street, subject to approval of the City Engineer. 4. The Preliminary Plat is revised to establish all private drives as outlots separate from the public right-of-way. All street and access issues are subject to approval of the City Engineer and/or Wright County. 5. Landscape Plans are to be provided for the gateways at 901h Street, 92 nd Street, and 89th Circle, and the buffer to the east and south of the range tees. 6. Golf cart use is prohibited on public streets or trails. A trail plan for internal circulation of golf carts is provided which also addresses cart access to Lots 3- 13 of Block 12. Crossing of public streets by golf carts is to occur only at designated locations to be shown on the trail plan. 7. The preliminary plat is revised to provide the location of the single, two unit and three unit townhouse dwellings in a unit and base lot configuration. All areas beyond the dwelling shall be held in common by a homeowners association and overlaid by drainage and utility easements. 8. The mean area of the single family lots shall be 12,000 square feet, except that no lot shall be smaller than 11,500 square feet. 9. Side yard setbacks for single family lots within the PUD District shall be 10 -feet for the prindpal building and 5 -feet for an attached garage from an interior lot line. The side yard setback on a corner for single family lots within the PUD District shall be 20 -feet, except for Lot 5 of Block 12, which shall provide a 35 - foot setback to all street frontages. 10. Exterior elevations for the three -unit building, building material specifications, and floorplans for the proposed townhouse units are to be provided for approval. The detached townhomes shall provide a variety of exterior facades, with the same facade located no closer than every third unit lot. The detached townhomes shall also be revised such that the garage of one unit abuts that of one adjacent unit. The course design will require some alteration such that the tee boxes on holes 7, 9, and 11 are at least 20 feet from a lot line. 12. Outlot D is designated as two parcels based on its division by 89th Circle. 13. The clubhouse and maintenance facilities are subject to site and building plan review subject to submission of complete plans. 14. Illumination of the range tees and their hours of operation is subject to review of the Planning Commission and approval of the City Council. 15. Any existing structure within the expanded right-of-way for Kadler Avenue shall be removed. 16. Sewage treatment shall be provided via a private on-site system subject to an agreement with the City. All utility plans are subject to review and approval of the City Engineer. 17. All grading, drainage, utilities, and easements are subject to review and approval of the City Engineer. 18. Comments of other City Staff. B. Motion to deny the application based upon a finding that the request is inconsistent with the Comprehensive Plan. p c.- Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Wayne Fingleson Chris Bulow Kevin Manley CITY OF 0 T S E G 0 WRIGHT COUNTY, NIINNESOT.A 06-19-02 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICANT: Bulow Incorporated and Manley Brothers Construction, Inc. APPLICATION: Request for a Zoning Map amendment from A-11, Agriculture Rural Service District to PUD, Planned Unit Development and a PUD Development Plan/Preliminary Plat for 245 acres to allow for development of a residential golf course project entitled "Otsego Meadows Golf Club". CITY COUNCIL MEETING: 24 June 2002 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 Rural Residential Preserve and guided for rural residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is A-1 District; The applicants' request rezoning to PUD District to allow for development of an 18 -hole golf course and 157 residential units as part of the Otsego Meadows Golf Club development stage plan. The development stage plan includes a mix of commercial and residential uses, mix of residential dwelling types, flexibility on lot area and setback requirements, and provision of sewer treatment and water facilities necessitating consideration a PUD District. D. The Planning Commission and City Council must take into consideration the possible effects of the PUD District and PUD Development Plan with their judgement based upon (but not limited to) the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: A concept plan was approved for the project on 14 January 2002 for the golf course facilities and 143 residential units. The concept plan was reviewed under the policies of an Agriculture Preserve Area established prior to the recent Comprehensive Plan update. These policies allowed higher densities such as proposed with City approval of sewer and water facilities. The Comprehensive Plan update now guides the property for rural residential use within the Rural Residential Preserve. The intent of the rural residential preserve is to allow for preservation of rural character and open space while allowing clustered residential development. A base density of 4:40 density is allowed, although increases may be granted as a bonus to encourage superior site design or amenities. The gross density of the project is 0. 6 units per acre. If the area for the golf course is factored out, the net density is 3.7 units per acre, which is within the City t definition of low density residential land uses despite the additional 14 units from the concept plan stage. The proposed development is generally consistent with both the approved concept plan and the polices under which it was evaluated. The net density is higher than what would be allowed under the current Comprehensive Plan in this area. However, staff believes that the applicant may be granted some standing thr the higher density based upon the recent approval of the concept plan without creating a precedent for future requests. The project itself presents an opportunity to expand the City is housing stock upwards in terms of value because if the integrated goff course as an amenity The proposal to include detached, two -unit, and three unit buildings also expands housing choice in terms of type. Although the City has seen a significant amount of townhouse development in the east sanitary sewer service district, these townhouse units may be expected to be of higher value again because of the amenity involved with the project. These are all policies of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject property is suffounded by rural residential uses or agriculture fields to the east, south, and west. Uses to the north include Vintage Goff and single family uses in the Grenins Mississippi Hills and Island View Estates. With the exception of the detached townhouses on the east lot line, all of the residential uses are clustered within the goff course creating separation from surrounding properties, thereby creating an appropriate transition. Additional screening and controls on operation of the practice range may be necessary to offset compatibility i�sues associated with that specific element of the project. 3. The proposed use's conformity with all performance standards contained herein (i.e., parking, loading, noise, etc.) Finding: The performance standards applicable to the project will be established by the PUD Development Plan. These issues are discussed in subsequent paragraphs. 4. The proposed use's effect upon the area in which it is proposed. Finding: The project is in an area with a level of development that already exceeds rural characteristics. The design of the project is such so as to off -set any impacts of the increased density and the applicant will be required to provide adequate infrastructure to accommodate the proposed use. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: The proposed use may not be anticipated to negatively impact area property values, although no formal study has been completed. 6. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 2 Finding: The applicant will be required to construct (at their cost) improvements to CSAH 39 andlor KadlerAvenue to provide sufficient capacity for the development 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 applicant will be required to provide adequate infrastructure to support their project as part of the preliminary plat approval. E. The planning report dated 30 May 2002 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The engineering review dated 6 June 2002 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 3 June 2002 to consider the application, preceded by published and mailed notice. The public hearing was continued to 17 June 2002 allow a complete review of submifted plans by City Staff. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 6-0 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 rezoning to PUD District and PUD Development Plan/Preliminary Plat for Otsego Meadows Golf Club is hereby approved based on the most current plan and information received to date, subject to the following conditions: 1. The submitted EAW is processed in accordance with Section 38 of the Zoning Ordinance, including adoption of findings on the need to prepare an EIS ten days from the end of the comment period. 2. The PUD District is subject to the uses and performance standards of the R-4 District except as modified on the approved development plans. 3. The applicant dedicate a total of 40 -feet of right-of-way for Kadler Avenue as a designated collector street. The applicant will be required at their cost to pave Kadler Avenue from CSAH 39 to 85th Street, subject to approval of the City Engineer. 4. The Preliminary Plat is revised to establish all private drives as outlots separate from the public right-of-way. All street and access issues are subject to approval of the City Engineer and/or Wright County. 5. Landscape Plans are to be provided for the gateways at 90th Street, 92 nd Street, and 89th Circle, and the buffer to the east and south of the range tees. 6. Golf cart use is prohibited on public streets or trails. A trail plan for internal circulation of golf carts is provided which also addresses cart access to Lots 3-13 of Block 12. Crossing of public streets by golf carts is to occur only at designated locations to be shown on the trail plan. 7. The preliminary plat is revised to provide the location of the single, two unit and three unit townhouse dwellings in a unit and base lot configuration. All areas beyond the dwelling shall be held in common by a homeowners association and overlaid by drainage and utility easements. 8. The mean area of the single family lots shall be 12,000 square feet, except that no lot shall be sma I ler than 11, 500 square feet. 9. Side yard setbacks for single family lots within the PUD District shall be 10 -feet for the principal building and 5 -feet for an attached garage from an intedor lot line. The side yard setback on a comer for single family lots within the PUD District shall be 20 -feet, except for Lot 5 of Block 12, which shall provide a 35 -foot setback to all street frontages. 10. Exterior elevations for the three -unit building, building material specifications, and floorplans for the proposed townhouse units are to be provided for approval. The detached townhomes shall provide a variety of extehor facades, with the same fa�ade located no closer than every third unit lot. The detached townhomes shall also be revised such that the garage of one unit abuts that of one adjacent unit. 11. The course design will require some alteration such that the tee boxes on holes 7, 9, and 11 are at least 20 feet from a lot line. 12. Outlot D is designated as two parcels based on its division by 89th Circle. 13. The clubhouse and maintenance facilities are subject to site and building plan review subject to submission of complete plans. 14. Illumination of the range tees and their hours of operation is subject to review of the Planning Commission and approval of the City Council. 15. Any existing structure within the expanded right-of-way for Kadler Avenue shall be removed. 16. Sewage treatment shall be provided via a private on-site system subject to an agreement with the City. Ail utility plans are subject to review and approval of the City Engineer. 17.All grading, drainage, utilities, and easements are subject to review and approval of the City Engineer. PASSED by the Otsego City Council this 24th day of June, 2002. Attest: CITY OF OTSEGO In Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk %LFL '-,IXCUDW� I . r�j gAl Ll L ITEM 6.3. HORT"Wasir ASSOCIATto CONSULTA11411's* MCI 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT TO: Otsego Mayor and City Council FROM: Daniel Licht RE: Otsego - Otsego Industrial Park 5th Addition; Final Plat REPORT DATE: 19 June 2002 APPLICATION DATE: 6 June 2002 NAC FILE: 176.08 — 02.22 CITY FILE: 2002-24 BACKGROUND Mr. Douglas Cummings has submitted an application for final plat approval of the Otsego Industrial Park 5th Addition, which is 15 -acres to be divided from property owned by Steve and Diane Kolles. The preliminary plat for the subdivision consisted Of six lots to the west of the existing Otsego Industrial Park fronfing on an extension of Jensen Avenue. The final plat consists of two outlots and right- of-way for the future extension of Jensen Avenue. The subject site was rezoned to an 1-2 District at the time of preliminary plat approval on 28 January 2002. Exhibits: A. Site Location B. Preliminary Plat C. Final Plat ANALYSIS The preliminary plat illustrates six lots that conform to the requirements of the 1-2 District. The proposed final plat does not include any buildable lots, but two outlots, on the north and South sides of the Jensen Avenue right-of-way. Further, the applicant is also not proposing construction of Jensen Avenue at this time. The purpose of the final plat is to allow for the transfer of the subject site from the current property owners to the applicant. The City's concern must be that the final plat will not become a barrier to further development of the Kolles property along 1-94, which may require extension of Jensen Avenue. As such, we would only recommend approval of the final plat subject to a development contract that provides for timely construction of Jensen Avenue at the applicant's cost. This development agreement will require a reasonable estimate of the cost of Jensen Avenue, a schedule for completion of improvements, and provisions dealing with any default by the developer. CONCLUSION Subject to execution of a development agreement providing for the timely construction of Jensen Avenue, our office recommends approval of the Otsego Industrial Park 5th, as outlined below: A. Motion to approve the Otsego Industrial Park 5 th Addition Final Plat, subject to the following conditions: The applicant is to enter into a development contract that provides for the timely construction of Jensen Avenue and other improvements, subject to review and approval of the City Attorney. 2. Construction plans for extension of Jensen Avenue and all stormwater facilities within the Plat are submitted, subject to review and approval of the City Engineer. 3. Park and trail dedication requirements in the form of a cash fee in lieu of land equal to 10 percent of the pre -development fair market value of the subject parcel is paid. 4. Comments of other City Staff. B. Motion to deny the application based upon a finding that the request is premature per Section 21-4-2.0 of the Subdivision Ordinance based upon a lack of adequate streets. C. Motion to table the request. pc. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Douglas Cummings John Gries Steve and Diane Kolles R� T1 I ON THE GREAT RIVER ROAD -mva IVId AMMIMMUd in IZ94— m � �-,z (on) - ( T) NV'1d MIS t: noEgg NA '-IDPWUUV 4) 9 1 m w M! 9zo ViLonmen loomw x x -Oul T BUIJOGUIBU3 Aille".0 Nouluav HLO UJI 31uvdwivisnomi oo2sLo LIRA L r ---------------- C3 'Ti it It I i I i L: --j F ;Z.�i L: 1—J, JII it 4W "041 T'— 7 — — — — — — — — — — — it Acw GO 41 M -up Mir VAX— oc 9cl eg ITEM 6.4. %INC, 5 5775 Wayzata Boulevard, Suite 555, St. Lou' 5 ' I Telephcr one: 952.595.9636 Facsimile: 952-595.9837 plan J". r1F&bn@q JUN 10 2002 6 June 2002 Mr. Dennis Griswold, Director of Land Pulte Homes of Minnesota Corporation 815 Northwest Parkway, Suite 140 Eagan, MN 55121 RE: Otsego - The Pointe; Outlot A NAC FILE: 176.08 Dear Dennis: This office serves as the City Planner for the City of Otsego. The City has received your application for a Zoning Map amendment, preliminary plat, and site/building review of Outlot A within The Pointe final plat. This parcel is guided by the Comprehensive Plan for commercial uses and is currently zoned A-1, Agriculture Rural Service District. The City cannot accept this application. The City has established a moratorium on residential subdivisions within the sanitary sewer service district because all available capacity for residential uses has been allocated. This moratorium precludes application for rezoning and preliminary plat of Outlot A for a residential use. The moratorium exempted residential project that had been preliminary platted at the time the moratorium was established, which included Outlots B and C of The Pointe addition. Outlot A would also be exempt if a development request was submitted for commercial use of the parcel. You may request the City Council to exempt Outlot A from the moratorium to allow consideration of your proposed development. The earliest possible City Council meeting at which a request to exempt the property may be considered is 24 June 2002. A written request to exempt Outlot A from the moratorium must be submitted to Judy Hudson at City Hall by 13 June 2002 in order to be placed on the agenda. If such a request is made, City Staff will prepare a summary of capacity usage and preliminary issues associated with the request. Any decision to exempt Outlot A from the moratorium should not be taken as an approval of the proposed development plan. ITEM 6.4. "alkir"Wits"It ASSOCkAirto CONSUL-IrAwts" INC, S775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 5,541E Telephone: 9S2.595.9636 Facsimile: 952.59S.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht RE: Otsego — The Pointe Outlot A DATE: 19 June 2002 NAC FILE: 176.08 BACKGROUND Pulte Homes of Minnesota, Inc. submitted a request for rezoning and preliminary plat approval to develop Outlot A of The Pointe addition with 60 townhouse units based upon the relocation of Quaday Avenue to the west and access restrictions from Quale Avenue to CSAH 37. The subject parcel is guided for commercial land uses by the Comprehensive Plan, but is zoned A-1 Agriculture Rural Service District. Consideration of the applicant's request would require application for a Comprehensive Plan amendment, rezoning to R-7 District, and a preliminary plat. The City is prevented from accepting these applications by the moratorium currently in effect prohibiting requests for residential developments within the east sanitary sewer service district based upon allocation of all available residential capacity. The developer has requested the City Council consider exempting them from the moratorium to allow the applications to be processed. It must be noted that a proposal for commercial use of the subject site would be exempt from the moratorium. Exhibits: A. Site Location B. Site Plan COMMERCIAL AND INDUSTRIAL RECs Development RECs Christ Lutheran Church 7.4 Elk River Bank 1.5 Tom Thumb 1.2 Godfathers 6.5 MRD Commercial Park 67.0 Waterfront - Backwoods 17.6 Waterfront — Bank/Office Pending Waterfront — Retail Center West Pendinq Today Properties Pending TOTAL 101.2 The total number of RECs within approved residential final plats, exempt residential preliminary plats, and existing commercial and industrial uses, the City has allocated 1,434.2 total RECs of the total 1,440 RECs available within the 400,000gpd. waste water treatment plant. This analysis suggests that no additional RECs are available for residential uses not exempted from the current moratorium. The City has submitted an application for construction of a west waste water treatment plant for the west sanitary sewer service district. So as not to jepordize the application, the City has not initiated an application to expand the east waste water treatment plant beyond 400,000gpd., and does not expect to undertake that effort until a decision is reached o the west permit. City Staffs most positive estimate is that a decision on the west permit will be made by fall of 2002. This would mean that the City could begin the process of expanding the east permit with the earliest on-line date for additional capacity being fall 2004. The Comprehensive Plan directs that a rezoning of property to allow a more intensive land use guided by the land use plan will be considered premature unless there is adequate sanitary sewer capacity to serve the project at full development after reasonable capacity is reserved for institutional, commercial, and industrial uses projected for the next five years. In that the City is already borrowing from the reserve capacity and that no new capacity is likely to be available within the east sanitary sewer service district for at least two years, consideration of the developer's proposal appears premature. CONCLUSION The City of Otsego has allocated or has pending allocations of 1,434.2 RECs of an available 1,440 RECs within the east sanitary sewer service district. Allocation to residential uses may reach 1,333 RECs, which requires the City to borrow 325 RECs against its capacity reserve for commercial and industrial uses. 3 x 21 MVIA r* - .ON THE GREAT RIVER ROAD AP; )n In 110. 198 Its IG T. i 1� L It Ms. Judy Hudson, Zoning Administrator City of Otsego 8899 N.E. Nashua Avenue Elk River, M-N 55330 RE: Otsego — The Pointe; Outlot A Dear Judy, 1.0 ITEM 6.4. 1:_/ - � - _J1111 JUN 10 2002 June 10, 2002 Thank you for your response letter from Mr. Licht dated June 6, 2002. Per our submittal, we request the City Council exempt Outlot A of The Pointe from the current residential moratorium, and allow a rezoning/Comprehensive plan amendment of this piece from commercial use to residential. We understand the intent to zone this parcel as neighborhood/convenience commercial was based on the original alignment and full access intersection at CSAH 37 and Quaday Avenue to serve homebound traffic of THIOL The County/State directed re -alignment of Quaday and restricted use (right in, -right out) of the new intersection of CSAH 37 and Quale Ave. makes this comer a nonviable site for commercial use (no direct access to re- enter TH 10 1 without routing through residential neighborhoods). It is our understanding that the sanitary sewer capacity related to Outlot A (commercial) was "reserved" for our future use as part of the original plat of The Pointe during 2000. Considering the more recent county/state decisions to restrict this intersection, we believe the most compatible use of Outlot A would be medium/high residential use. Allowing residential development would be consistent with the adjoining use at The Pointe. Upon approvals our intent is to consider this site a continuation of our current activity of The Pointe with development starting in 2003 and unit occupancy during late 2003/2004. We thank you for your time and consideration. Best Regards, gTte' fornes of Minnesota Cq5p� tion 7 111�Al e e j is R. Gris old, R�A Director of Land Pulte Homes of Minnesota Corporation 815 Northwest Parkway, Suite 140 Eagan, Minnesota 55121 651 *452-5200 651-452-5727 Fax June 19, 2002 Honorable Mayor & City Council of Otsego J Nashua Avenue Otsego, MN 55330 RE: 2002 Street Maintenance Project Contractor: Pearson Bros., Inc. ContractAmount: $41,331.00 Award Date: April 9, 2002 Completion Date: July 1, 2002 Bid Schedule City of Otsego 2002 Street Maintenance Project Pay Estimate No. 1 ITEM 7.1 Item Description Estimated Contract Unit Total Used to FExtension 5 No. Description Quantity Price 116 Contract Date Extension 1 Crack and Joint Repair 3900 Lbs $ 1.25 Lbs $ 4,875.00 48-00 $ 6,000.00 2 Seal Coating Aggregate 700 Ton —Gal $ 15.98 Ton $T1,1 8-6.00 —590 —�— 9,428.20 3 Bituminous Material for Seal C—oat 14-000 —$1.33 —Gal $18,620.00 11575 $ 15,394.75 r-4-TT-raffic Control 1 LS 1 $ -T5 0-0 0 1 D.00 1 1 1 $ 350.00 Total Bid Schedule Bid Alternate $35,031.00 $ 31,172.95 Item No. Description Estimated Quantity Contract Unit Price Total Contract Used to Date FExtension 5 Bituminous Patching 901Ton $ --7-0--0-0--FT—on —$ 6,300.00 116 $ 8,120.00 Bid Schedule "A" Total Contract Amount Less 5% Retainage We Recommend Payment of: -$ 6,300.00 $ 8,120.00 $ 39,292.95 $ 1,964.65 $ 37,328.30 APPROVALS: CONTRACTOR: Pearson Bros., Inc. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: ot346PE.XLSPay Estimate #1 Date: June 19, 2002 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 PAY ESTIMATE NO. 2 City of Otsego 85th Street - Padgett Ave. to Park Ave. Water Construction Improvement Project No. 02-02 RE: 85th Street - Padgett Ave. to Park Ave. Contractor: Volk Sewer and Water Contract Amount: S 131,783.68 Award Date: March 26, 2002 Completion Date: Final Completion by June 15, 2002 Dear Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" ITEM 7.3 Item No. Spec. Ref. Description Estimated Number of Units Unit Unit Price Used to Date Extension 1.00 2021.00 Mobilization 1.00 LS $1,000.00 1 $1,000.00 2.00 2563.00 Traffic Control 1.00 LS $2,000.00 1 $2,000.00 3.00, 2573.00 Ditch Bale Check 20.00 LF $10.00 0 $0.00 4.00 2101.00 Clearing and Grubbing 0.10 ACRE S1,550.00 0.1 $155.00 5.00 2104.00 Remove Bituminous Pavement 20.00 SY $5.00 106 $530.00 6.00 2104.00 Sawing Bit Pavement (Full Depth) 10.00 LF $10.00 96 S960.00 7.00 2104.00 Salvage and Reinstall Beehive Catch Basin 1.00 EA $700.00 1 $700.00 8.001 2104.00 lSalvage and Reinstall Sign 6.00 EA S30.00 0 $240.00 9.00 21 &�--00 alvage and Replace Topsoil 800.00 CY $3.00 ��$21400.00 $4,605.00 ### 221, 00HClass 5 Aggregate 6.00 TON $27.30 48.961 S1,336.61 ;;FF9 I zj,')U.uu 3- 1 ype LV3 Wearing Course Mixture (58-28) 3.00 TON $90.00 22.76 2048.40 ### 2575.00 _S�eeding - Type Lawn Restoration Hydroseed 1.00 - ACRE $2.744.28 1 $2,744.28 ### 2611.00 16" Ductile Iron Pipe Cl 52 2080.00 LF $32.00 2068 $66,176.00 ### 2611.00 8" Ductile Iron Pipe Cl 52 10.00 LF $25.00 73 $1,825.00 ### 2611.00 6" Ductile Iron Pipe CL 52 25.00 LF $25.00 39.5 $987.50 ### 2611.00 Ductile Iron Fittings 10300.00 LB $1.35 2121 $2,863.35 2611.00 Connect to Existing Watermain 2.00 EACH $350.00 2 $700.00 2611.00 6" Gate Valve and Box 5.00 EACH $455.00 5 $2,275.00 #:## 2611.00 8" Gate Valve and Box 1.00 EACH $625.00 0 $0.00 ### 2611.00 16" Butterfly Valve and Box 3.00 EACH $1,535.00 3 $4,605.00 ### 2611.00 Hydrant Extension 4.00 LF $275.00 6 $1,650.00 ### 2611.00 Salvage and Reinstall Hydrant 1.00 EA $1,000.00 1 $1,000.00 ### 2611.00 Salvage and Reinstall 16" Plug 1.00 EACH $50.00 0 $0.00 ### 2611.00 2' Insulation 320.00 SF $1.00 0 $0.00 #4t# 2611.00 Hydrant 4.00 EACH $1,650.00 4 $6,600.00 ### 2563.00 Straw Bale Drop Inlet Sediment Filter 1.00 EA $50.00 1 S50.00 ### 2563.00 Sediment Filter at Existing Curb Inlet 4.00 EA $50.00 0 $0.00 28* Detour Signage 1.00 LS $458.00 1 S458.00 29* Remove Curb and Gutter 20.00 LF $3.00 20 $60.00 30* Ivaive Box Extensions L 6.00 1 LF 1 $43.00 61 $258.00 Total - Bid Schedule "A" $103,622.14 * Per Change Order No. 1 ot513P.xls PE -1 6/19/02 PAY ESTIMATE NO. 2 City of Otsego 85th Street - Padgett Ave. to Park Ave. Water Construction Improvement Project No. 02-02 RA ';r.hPrfijh- "r." - T --H- A,-- 2- D--] A----� ITEM 7.3 Total - Bid Schedule "C" $22,905.60 WORK COMPLETED TO DATE: $126,527.74 LESS 1% RETAINAGE: $1,265.28 LESS PREVIOUS PAYMENTS: S 115,600.81 WE RECOMMEND PARTIAL PAYMENT OF: $9,661.65 APPROVALS: CONTRACTOR: V9�4 SEWER AND WATER Certjficat�iion ntractor: ify tha �r,� all items and amounts are correct for the work completed to date. Signed: Title: — . I - P. Date: ENGINEER: Certification by Engineer: We recommend payment for work and quanfities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNER: CITY OF OTSEGO Signed: Tide: Date: Date: ot513P.xIs PE -2 6/19/02 Estimated Item ]S Number of I ec. Ref Description Units Unit Unit Price Used to Date Extension 16" Ductile Iron Pipe CL 55 MT (Push Pipe Joint) Installed by Micro Tunneling & Jacking or 16" Ductile Iron Pipe CL 52 MJ Installed by Boring and Jacking of [1.001 2611.00 SteelCasing 160.00 LF $143.16 160 $22.905.60 Total - Bid Schedule "C" $22,905.60 WORK COMPLETED TO DATE: $126,527.74 LESS 1% RETAINAGE: $1,265.28 LESS PREVIOUS PAYMENTS: S 115,600.81 WE RECOMMEND PARTIAL PAYMENT OF: $9,661.65 APPROVALS: CONTRACTOR: V9�4 SEWER AND WATER Certjficat�iion ntractor: ify tha �r,� all items and amounts are correct for the work completed to date. Signed: Title: — . I - P. Date: ENGINEER: Certification by Engineer: We recommend payment for work and quanfities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNER: CITY OF OTSEGO Signed: Tide: Date: Date: ot513P.xIs PE -2 6/19/02 �1114-ZO-2002 09 - I &AM FROM-WRIGHT CC HIGHWAY +T63-682-7313 T-06 P ON F -U94 COOPERATIVE AGREEMENT THIS AGREEMEN7, made and entered into by and berxeen the County of Wright, Minnesota, acting by and through its County Board of Commissioners, hereinafter referred to as the "County" and tile City of Otsego, Minnesota, acting by and through its City Council, hereinafter refer -red to as the ,,City�v. WITNESSETH: WHEREAS, those portiolis of County State Aid Highw3ys No.s 39 and 42 wi"n the limits of the City of Otsego and described as follows: CSAH 39 - From West of the intersection with CSAH 42 to Trunk Highway 101 CSAH 42 - From 94" Street to 88LhStreet have been identified by The City of Otsego Engineer as needing improvements associated with the proposed development of the Waterfront Development within the City of Otsego, and VniEREAS, the County, City, and State have met and discussed the proposed improvements to CSAH 39 and CSAH 42 and TH 101 to accommodate the proposed Waterfront development mi tile City, and WHEREAS, this cooperative agreement between the County and the, City outlines the conditions, responsibilities and financial obligations in making the necessary improvements to CSAH 39 and CSAH 42 for the projected 2010 impacts for the Waterfront Development. NOW, THEREFORE, IT IS MUTUALLY AGREED AND L7NDERSTOOD THAT: 1. The County and City, by approval of this agreement, mutually agree that the City of Otsego will be responsible to make the necessary improvements to CSAH 39 and CSAH 42 (as described below in items 3-6) due to die impact the Waterfront Development (all three phases) will have on the County's. highway system. 2. Access and Utility permits that are required for the proposed WaterfTOnE development will not be processed until such tirne that this agreement has been completely executed between the City and the County. Open cutting of CSAH 39 and CSAH 42 for utility woTk will not be permitted. 3. Geometric improvements to CSAH 39 and CSAH 42 will be required for the anticipated 2010 conditions, including traffic control signals, Right -turn lares, double left -turn lanes, and additional through lanes (two lanes in each direction approaching the illtevsection of CSAH 39 & 42, except only one through lane on northbound CSAH 42 south of the intersection with CSAH 39) will need to be constructed along CSAH 39 and CSAH 42. A traffic control signal will need to be installed at the intersection of CSAH 39 and CSAH 42, and a fuwe traffic control system will be needed at a future access to the Waterfront develDprnentfurther north along CSAH 42 which meets County spacing guidelines. This work (except the future traffic cont-Tol signal fuilher north along CSAH 42) shall be completed prior to the opening of any portion of die Waterfront development (with the possible exception of matellal delays with thet:Taffic control signal at CSAH 39 & 42). .1411le 20, 2002 F:�d;i,,-.\'iWY\AGREEWNT\OtscSo wztcrfrDnt funding agreement 39 and 42nc3.wpd JLM-ZU-4UU4 WHAM rMUM-11MUM] 1�u MIUMWAI 4. Right-of-way acquisition that is nCCCSSarV, as deterinined bv the Wrjght Coun!�� Engineer, for the geomen-ic impi-overnennts to CSAH 39 and CSAH 42 shall be the responsibility of the City. 5. The proposed access at Park Street onto CSAH 42 will be allowed to be a full access initially. The possibility exists that as traffic volumes increase on CSA.H 42 in the future that there may not be adequate southbound left rum lane storage onto CSAH 42 approaching CSAH 39 for this access to fancilon adequately as a full access. The County reserves the right to modify this access in the future (to right -in, right-oui only, etc.), for safety purposes. The County agrees that pnor to any proposed modification the City will be notlFied of the specific reasons for the proposed modification and tile City will be given full opportunity to suggest alternative improvements for the County to consider which adequately address the specific safety issue raised. 71c County reserves the right to close the "Right out only" movement from the development onto CSAH 39 in the future, if necessary for safety reasons. 6. —1 he proposed improvements to CSAH 39 and CSAH 42 shall be completed by the City of Otsego. The plans for the proposed highway improvements and the Signal Justification Report (SJR) shall be completed in accordance with Minnesota Department of Transportation (MnDOT) State Aid standards and shall be reviewed and approved by the County Engineer, pnor to advertising for bids for any of the improvements. The City shall construct or cause to be constructed., a project meeting state aid standards for street improvements including, highway, utility, drainage, and other miscellaneous improvements along CSAH 39 and CSAH 42 within the City Ili -nits in accordance with the approved plans and specifications as prepared by the City's consultant engineer, and as approved by the the Courity Engineer. 7. The City shall be responsible for providing the necessary electrical energy for the operation of the traffic control signals, and any electrical energy for street lights. In addition, the City shall be responsible for at its cost and expense to (1) relamp the traffic control signals; and (2) clean and paint the traffic control signals and cabinets; (3) provide, at its costs and expense, the maintenance on luminaries-, and (4) reimbursiag the County for maintaining the EVP Sy�terri. (Emitter units may be installed and used only on vehicles responding to an emergency as defmed in Minnesota Statutes Chapter 169.01, Subdivision 5 and 169.03.) In the event said EVP System or components are, in the opinion of The County, being misused or the conditions set forth herein are violated, and such misuse or violation continues after receipt by the City of written notice thereof from the County, the County shall remove the EVP System, at rhe City's expense. Upon completion of the project; it shall be County's responsibility at its cost and expense to (1) maintain the signal controller, (2) determine the appropriate signal timing sequence, (3) provide phone service to tbe controller for remote servicing, (4) provide for replacement of poles, cabinet etc. if they should be damaged through vehicle collision etc. (major maintenance). (5) Provid maintenance for the EVP 5ystern, which costs wouId be reimbursed -by -the Ci!y of Me"ti�. *-r3; " 0 8. The City shall indemnify, save and hold harmless the County and all of its agents and employees of any forin against any and all claims, demands, actions or causes of action of whatever nature or character anising out of or by reason of the execution or performance of the work provided for herein to be performed by the City, provided., however, that the City shall have no obligation to indernriffy, save, and hold harmless the County with regard to any claims related to the design of he improvements to be constructed by the City pursuant to this agreement. June 20, 20N, F:\di=\HWY�AGREC1ON7�Ouicgc watertront funding agmenxnt 30 and 42no3.%xpd JUN-ZO-2002 09:17AM FROM-WRIGHT CO HIGHWAY +763-68Z-7313 T -C36 P 004 F-094 The County shall indemriify, save and hold liannless the City and all of its agents and employees of any -form against any and all claims, demands, actions or causes of action of whatever nature or cl)aracter arising out of or by reason of the execution or performance of the work provided for herein to be performed by die County. 9. Ris fui-ther agreed that any and all full-time employees of the City and all other employees of the City engaged in the performance of any work or services required or provided for herein to be perfornied by the City shall be considered employees of the City only and not of the County. It is furtheragreed that any and all claims that may or might arise Linder Worlanan's Compensation Act of V the State of W-mesota on behalf of said employees while so engaged and any and all claims made by any Third parties as a consequence of any act or omission on the part of said City employees while so crigaged in any of the work or set -vices provided to be rendered herein shall be the sole obligation and Z5 responsibility of the City. .,kny and all full-time employees of the County and all other employees of the County engaged in the performance of any work or services required or provided for herein to be performed by die County sliall be considered employees of the County only and not of the City. It is further agreed that any and all claims that may or might arise Wider Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all olairns made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged in any of the work or services provided to be rendered herein shaU be the sole obligation and responsibility of the County. Before this agreement shall become binding and effective, it shall be approved by the City Council of Otsego and it shall also be approved by the Wright County Board of Commissioners and such other officers as law may provide. IN TESUMONN WHEREOF the parties have duly executed -,his agreement by their duly authorized officers aa)d caused their respective seals to be hereunto fixed. COLTNTY OF WRIGHT CITY OF OTSEGO Reconu-nended for Approval: Recorm-nended for Approval: Wright County F-Tigineff Chairperson, Wright Co=ry Board Wright County Coordinator Wright County Attomey Date City Engineer, City of Otsego C, Mayor, City of Otsego Clerk, City of Otsego City Attorney, City of Otsego Date lunc 20. 2DO2 FAdat2�HWY\AGREEMNT\0istgo waleTftonl funding agrccmcnt 39 and 42no3.v6,pd 4 CITY OF OTSEGO CONSTRUCTION PLANS FOR EXCAVATION, AGGREGATE BASE, CURB & GUTTER, BITUMINOUS SURFACING, STORM SEWER IMPROVEMENTS, TRAFFIC SIGNAL & LIGHTING IMPROVEMENTS C.S.A.H. No. 39 & C.S.A.H. No. 42 SE 1/4 OF SEC. 15, T1 21 N, R 23W MHokonson Anderson —11 Assoc.,Inc. PROJECT LOCATION WRIGHT COUNTY. MINNESOTA GOVERNING SPECIFICATIONS IKE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TR "SPORTATION *SIANDAR0 SPECIFICATIONS FOR CONSTRUCTION' SHALL GOVERN. ALL FEDERAL. STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED NTH IN THE CONSTRUCTION OF THIS PROJECT. CITY OF OTSEGO PROJECT 02-05 SHEE71NDEX THIS PLM COWMINIS XX SHEETS TITLE SHEEI PROjEC7 OVERVIEW 3. BASIS OF ESTIMATED 4. rYpjCm STREET SECIONS 5_6 REMOVALS AND UTILITIES PLAN 7. CONSTRIUC71ON AND DRAINAGE PLAN - C.S.A,H. No. 39 8-9. CONSTRUCTION AND DRAINAGE PLAN - C.SAH. No. 42 TURF ESIABLISMENI AND EROSION CONTROL PLAN 5 SIGW PLAN AND DE""'S 16-17. TRAFFIC CONTROL I B-12. SiGNAGE PLANS AND DETAILS 20-21. STRIPING P AND DETAILS 22. STREET LIGHTING - WATERF ON'T 23_XX. CROSS SECTIONS - C�S.A H. No. 39 XX_U CROSS SECTIONS - C SAH. No. 42 I h.'et,y "Itif, th.t thi. III— P.cif�cltioh. or .P— .0. mw o,ed by me " 'now my ""Cl Wpw—ion ohd thol I d.ly "h'75"d P"'fe"'ho"'I Ehgi'egf .'"' the to.' of the Stole ol min—I. 26052 6/21/02 RONALD j WAGNER P.E. L—se No Dole CITY ENGINEER WRIGHT COUNTY APPROVALS WRIGHT COUNTY ENGINEER Dole XX SHEETS EARTHWORK SUMMARY FILL FACTOR x 1�4 ---- CY CU I ---- CY ---- cy COMMON BORROW NOTE: � OF EsI—X0 W—IE& wv� - 110 � K. W4:N PER SOUARE YARD. Wnan�U$ JACK C I - o.m KR sQu.K 'A"ID QLA!iS 5 GGREGATE DAN - Im pouws PER M �ARE YARD SEEDING - 101) -/AORE FENIUZE. - 5W -./AM HVDRAIAX SOL SIANIUZER TYK 6 - 25W Ml� 24. 2W2 - 2 2k. __ -\.- C DATE REVISION jEj BASIS OF ESTIMAT -D H k A,%'u'�'o,, C.S.A.H. N.. .39 & 12. 42 3o CKP Assoc.,Inc. IMP. PROJECT 02- -1 E —t, c.- ='z CITY OF OTSEGO. MINNES x STANDARD PLATES THESE STANDARD PLATES AS APPROVED BV FHWA SH41.1-�PPLY PLATE NO. ESCRIPTION 30DOL ��IN'OR�ED C2�C3�Tl PIP, 3056G GA.E I .T C PIPE 3007C CTURES 3i33C RIPRAP AT RCP OUTLETS 40IOH CONCRETE SHORT CONE AND AD-USTINC RING 4011E PRECAST CONCRETE BASE 4018A MANHOLE DR CATCH BASIN 4020 1 MANHOLE )R CATCH BASIN COVER 4022A 3 FT X 2 n OPENING MANHOLE DR CATCH BASIN COVER 4024A 4B- DIA PRECAST SHALLOW DEPTH CATCH BASIN 4101D RING CASING FOR MANHOLE OR CATCH BASIN 41DBF ADXSTING RINGS 4liOF COVER CASTING FOR MANHOLE jlOOG �ONCRIETE CURB AND GUTTER STANDARD BARRICADES I BARRICADE 91020 TURF ESTABLISHMENT AREAS EARTHWORK SUMMARY FILL FACTOR x 1�4 ---- CY CU I ---- CY ---- cy COMMON BORROW NOTE: � OF EsI—X0 W—IE& wv� - 110 � K. W4:N PER SOUARE YARD. Wnan�U$ JACK C I - o.m KR sQu.K 'A"ID QLA!iS 5 GGREGATE DAN - Im pouws PER M �ARE YARD SEEDING - 101) -/AORE FENIUZE. - 5W -./AM HVDRAIAX SOL SIANIUZER TYK 6 - 25W Ml� 24. 2W2 - 2 2k. __ -\.- C DATE REVISION jEj BASIS OF ESTIMAT -D H k A,%'u'�'o,, C.S.A.H. N.. .39 & 12. 42 3o CKP Assoc.,Inc. IMP. 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PROJECT 02—C _C.p CITY OF OTSEGO, MINNESOI x 'El A z 114 11 H4 44 ut 04 v a. fL 1� 0 21. 0 A 38 it -1 1.1-1. No Z Z O—V S ail RO --z m y z�a z NIB V sh �6� t�n It ,nV = I �.6� "zm rp I It XNN Q-� 46K 2- i .1 u 11 T��"- T %-, N' C. U� All hi, til I t It -4 1 '.z f4z 00 00 — ------ rL -z o 4D vin - 1- o t t 1 4 o 8, 3 HH -7 HH -6 32 D6-1 29 31 DI -2 D6-2 30 29. 30 PHHH-5 0�� (0.)i 31-33 29-33 4, 23-28 HH -4 .3C & .8 24 4, 23-33 w PB6-1 DETECTOR p HH -3 !LE�= 26 PBS -2 :fD 7 -71 LUMNAIRE 0 =57 -72 18 24. =2 - 3.01� K E X2 (D HH -8 FUTURE 415 HH -9 0 -az � (B a I r ------- 5.50-60 HH -10 — , Evp 7 DETECTOR E3 49 P2- i _.i� 4,, D3-2 44 P.4 2 5,47-60 = HH— 11 LUMINMRE 5.55-60 v TECT' p 42 4 2 - 44 4 OR B4 2 HH — 4" 5 .47-60 Z 11 @ P p Lum N RE 46 2 HH -12 6,41-46 P5_1 58 1 5,47-60 __=_ HH -13 55 pe D2-1 6 39 60 39 40 5,6,39-60 0 D2-2 H H — I r4— HH-15 — --= .2 & .5 = 56 � I eC =E5 -]2 DE E I OR � Z?LUMIN�RE TECT 5.6. �4-60 34-60 57 @ P2-2 2 3 3.4 fD 5 7-1 57 HH- F T(? 3-6 SERVICE CABINET LUMINAIRE 3 IF 47 �34 LUMINAIRE z LUMINAIRE 0 0 L) LUMINAIRE 6 �=__ 2 2 __p-_-j7—Cj6 SIGNAL SERVICE INPUT —3-I/=C#2 —' — POWER FIE D WIRING DIAGRAM JEJ =:n Hakanson TRAFFIC CONTROL SIGNAL SYSTEM 12 .d I I Anderson C.S.A.H. No. 39 & No. 42 C Assoc.,Inc. IMP. PROJECT 02-D5 CITY DF OTSEGO. MINNE501A -R 6 '28 Ir' I ,, . CT'�" D4-1 - CABINET 17 D4-2 16.17 @6 HH -2 4, 18-33 FUTURE —RED— 20 0 P4-1 D4-3 13 7-33 10 D7- 2 34 7 D4-4 14 HH -1 — GRN 21 P84-1 — GLTA — NEU— D7-3 3,7-12 D4 5 15 RLTA — RED -6-2 PB6- 2 EOG _L� 7 — YEL EVP 8 3,4t DETECTOR LUMINAIRE A — GRN— FROM P6-2 HH -15 NEU & CONDUCTOR COLOR CODING —RED— — R —0 R 0 — 9 1 _81. 9L 5/C #12 0 5 - 2 D8- 3 (FUT) ym WH — GRN — NEU— R/8LK G =I- - 12/C 012---O/BLK — BL/SLK R 9 D5-4 52 — WH/SL K vm 3/C #12 & 06 23 — _8LK BLK �� BLK/W,I R OR 0 EVP G/8LK WHI OR YEL 3/C 020 D2-11 G BLK OR BIL -LE01 2-1/c 15 BLK BLK 2/C #14 — NEU v3 WH CLEAR _53 54 NOTE: ALL TERMINAL BLOCK CONNECTIONS S ALL BE ARRANGED AS SPECIFIED ABOVE 24. =2 - 3.01� K E X2 (D HH -8 FUTURE 415 HH -9 0 -az � (B a I r ------- 5.50-60 HH -10 — , Evp 7 DETECTOR E3 49 P2- i _.i� 4,, D3-2 44 P.4 2 5,47-60 = HH— 11 LUMINMRE 5.55-60 v TECT' p 42 4 2 - 44 4 OR B4 2 HH — 4" 5 .47-60 Z 11 @ P p Lum N RE 46 2 HH -12 6,41-46 P5_1 58 1 5,47-60 __=_ HH -13 55 pe D2-1 6 39 60 39 40 5,6,39-60 0 D2-2 H H — I r4— HH-15 — --= .2 & .5 = 56 � I eC =E5 -]2 DE E I OR � Z?LUMIN�RE TECT 5.6. �4-60 34-60 57 @ P2-2 2 3 3.4 fD 5 7-1 57 HH- F T(? 3-6 SERVICE CABINET LUMINAIRE 3 IF 47 �34 LUMINAIRE z LUMINAIRE 0 0 L) LUMINAIRE 6 �=__ 2 2 __p-_-j7—Cj6 SIGNAL SERVICE INPUT —3-I/=C#2 —' — POWER FIE D WIRING DIAGRAM JEJ =:n Hakanson TRAFFIC CONTROL SIGNAL SYSTEM 12 .d I I Anderson C.S.A.H. No. 39 & No. 42 C Assoc.,Inc. IMP. PROJECT 02-D5 CITY DF OTSEGO. MINNE501A -R 6 '28 Ir' I ,, . CT'�" CONTROLLER CABINET 47 —RED— 20 — RLT — YEL _ 6-3 D7- 2 34 — YL7A 1-1 D3- 2 — GRN 21 — GLTA — NEU— D7-3 — NEU RLTA — RED -6-2 EOG YLTA 7 7 — YEL L=D7-4 GLTA — GRN— D5-1 NEU NEU & —RED— ECIG EVP LIGHT:Al P6 — YEL 8-3 0 5 - 2 D8- 3 (FUT) SPR SPR — GRN — NEU— D5-3 511 EOG — RED -8-2 D5-4 52 & 06 23 — — YEL �� D8- 5 EVP — GRN— D2-11 -LE01 DETECTOR — NEU v3 D2- 2 _53 54 D8-1 —RED - — E VP LIGHT- O&S SPR RED - D8- 2 —YEL -6-1 SPR YEL _4-3 —RED - _GRN EOG GRN _YEL —NEU - 3 & PB 41 NEU - 2-3 _GRN WILK -P6-2 _L4 EVP E" — RED -4-2 —NEU - 9 DECTECTOR YEL (FUT) —RED _SPR —RED _GRN - 55 —YEL -2-2 NEU YEL 8-1 NEU ___ & 4 GRN RED 3-2 _GRN EVP LIIIAT100 NEU _j*2 YEL —NEU SPIR FEGG & EVP LIGHT 05 GRN 25 —WLK P8_2 SPR SPIR FEOG EOG __DWK SPIR 10 WLK _SPR �2 .4 & o7 NEU P4-1 —NEU EVP EDETECTOR & 05 OWK _RLTA 5-2 ,�02 5r EVP PB4-1 _YLTA DETEC70R -11-ESPR NEU _GLTA —RED EOG —RED —YEL -2-1 SPR 26 WLK YEL 4-1 _GRN P6_1 _GIRN —NEU - _L2 ENEU NEU DW —NEU _WLK 13 PB6-2 27 PB6 - I — WILK P4-2 57 — —DWK - -P2-2 -==D4-3 (FUT) NEU 43 — _DWK _SPR DW SPR 14 -L!=D4-4 2 SPR NEU RLTA 7-2 -L8EPBS-2 NEU RLTA 1-2 FEOG E"EU YLTA _i5_=D4-5 YLTA CLTA i§-[-- D4-11 A= D6 -1 GLTA EOG 58 V&K D4 - 2 _L0= D6-2 LK NEU NEU P8_l I RLTA YLTA 3-1 RLTA YLTA 5-1 1 JP2-1 DWK DWK B2-2 GLTA GLTA 45 PB2-1 NEU NEU NEU NEU SPIR EOG 12_= EOG SPR 60 SPR D7-1 Dl -1 SPIR -I_— NEU _�3 =46 DI -2 NEU PB8_I PB4- 2 SIGNAL 2 2- /C #6 SERVICE 24. =2 - 3.01� K E X2 (D HH -8 FUTURE 415 HH -9 0 -az � (B a I r ------- 5.50-60 HH -10 — , Evp 7 DETECTOR E3 49 P2- i _.i� 4,, D3-2 44 P.4 2 5,47-60 = HH— 11 LUMINMRE 5.55-60 v TECT' p 42 4 2 - 44 4 OR B4 2 HH — 4" 5 .47-60 Z 11 @ P p Lum N RE 46 2 HH -12 6,41-46 P5_1 58 1 5,47-60 __=_ HH -13 55 pe D2-1 6 39 60 39 40 5,6,39-60 0 D2-2 H H — I r4— HH-15 — --= .2 & .5 = 56 � I eC =E5 -]2 DE E I OR � Z?LUMIN�RE TECT 5.6. �4-60 34-60 57 @ P2-2 2 3 3.4 fD 5 7-1 57 HH- F T(? 3-6 SERVICE CABINET LUMINAIRE 3 IF 47 �34 LUMINAIRE z LUMINAIRE 0 0 L) LUMINAIRE 6 �=__ 2 2 __p-_-j7—Cj6 SIGNAL SERVICE INPUT —3-I/=C#2 —' — POWER FIE D WIRING DIAGRAM JEJ =:n Hakanson TRAFFIC CONTROL SIGNAL SYSTEM 12 .d I I Anderson C.S.A.H. No. 39 & No. 42 C Assoc.,Inc. IMP. PROJECT 02-D5 CITY DF OTSEGO. MINNE501A -R 6 '28 Ir' I ,, . CT'�" NOTES: TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET SEE INTERSECTION LAYOUT FOR CABLE INFORMATION 1. THE ANCHOR RODS. NUTS AND WASHERS FOR THE CONTROLLER CABINET (NOT 70 SCALE) SHALL BE FURNISHED BY CITY. SIGNAL SERVICE CABINET 2. THE UPPER PART OF THE EQUIPMENT PAD SHALL BE BEVELLED OR (SEE DETAIL) PLAN VIEW CHAMFERRED IN A NEAT MANNER AS DIRECTED BY THE ENGINEER. 2' RSC AND SIGNAL 8'* CONCRETE PAD 3. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER SERVICE CABLES TO SOP (SEE P INSTALLATION (UNTIL CABLES ARE INSTALLED). 4. CONDUIT SHALL PROJECT A MIMMUM OF 2' ABOVE THE CONCRETE 4* RSC I HH I AND SHALL BE LOCATED INSIDE THE CABINET WHERE DIRECTED BY SEE INTERSECTION LAYOUT THE ENGINEER. BUT SHALL NOT INTERFERE NTH THE CABINET FUNCTIONS (SUPPORTING MEMBERS. ETC.). 2' RSC 10 CONTROLLER CABINET 5. CONCRETE MIX 3A32 OR EQUAL SHALL BE USED FOR THE EQUIPMENT ANGLE "0" PAD AND SIDEWALK. BASE FRAME G-R.RD. SIGNAL CONTROLLER CABINET I- RIC l'UBBEl .1 6. CONDUITS WITH BOTH ENDS TERMINA71NG WITHIN THE PAD SHALL 'g. (THREADED AND CAPPED NOT BE INSTALLED BELOW THE CONCRETE. 807H ENDS) 7. THE EXACT LOCATION OF CONDU17S WITHIN THE PAD SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 2* RSC AND 4 LUMMAIRE CABLES TO HH 15 PREFORMED JOINT FILLER CONCRETE WALK 4' RSC TO HH 15 SEE INTERSECTION LAYOUT ABBREVIATIONS 3-2 (.9) SIGNAL FACE PHASE "3'- NO.'2' PED - PEDESTRIAN BL BLUE R - RED 8L/BLK BLUE WITH BLACK TRACER R & S - REMOVE AND SALVAGE FRONT VIEW .L. BLACK R/EILK - RED WITH 13LACK TRACER 8LK/WH BLACK WITH WHITE TRACER RLIA - RED LEFT TURN ARROW 6,_6 BR. GR. BARE GROUND RR7A - RED RIGHT TURN ARROW SERVICE CABINET CH � SW. CHECK SWITCH CUR CLEAR RSC - RIC40 STEEL CONDUIT D2-1 (.9) DITEC OR PHASE '2'- NO.'I' SOP - SOURCE OF POWER DWK DDNl'WAUK SPR - SPARE SIGNAL CONTROL ER EOG ED IPMENI GROUND Sl LHT - STREET UGHT CABI L E U CABINET /GROUND LINE VP EMERGENCY VEHICLE PRE-EMPTION STA - STATION n F -i F-1 7_1 FU IF RNISH AND INSTALL SIN - SWITCH FL FLASH/FLASHING SwD I - SW17CHED GR, RD. EEN WLK - WALK G GREEN TOW TELEPHONE DROP WIRE G/BLK GREEN WITH BLACK TRACE WHITE GLTA GREEN LEFT TURN ARROW WIH/BLK WHITE WITH BLACK TRACER GRN GR GROUND ROD YEL YELLOW GRTA GREEN RIGHT TURN ARROW HIGH PRESSURE SOOIW Imc I.' CONCRETE GIHA GRE N THRU ARROW YLTA YELLOW LEFT TURN ARROW HH HANDHOLE YRTA YELLOW RIGHT TURN ARROW HPS :NN7ERMEDiATE METAL CONDUIT PAD INS OR SULATED GRO NO GROUND ROD (5/8- DIA X 15' LONG) je UNCTION BOX SYMBOLS SIDE VIEW LED LIGHT EMITTING DIODE e EOG CONNECTION LUM LU INAIRE NEU NEUTRAL —h"> EVP DETECTOR DIRECTION Nmc NDNMET IC CONDUIT LUMINAJRE NO. 0 ORANGE & O/BUK ORANGE WITH BLACK TRACER (D SIGNAL BASE NO. 4' MIN P2-2 (eq) PEDESTRIAN INDICATIONS PHASE '2'- NO.'2' SIGNAL FACE NO. Pa PUS" BUTTON P82- I (eg) PUSH BUTTON PHASE '2'- NO. -l' SPLICE PEC PHOTOELECTRIC CELL CONCRETE FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL -MANUAL PAD METER LOCATION: C.S.A-H. - 24. 2W? .. V.. CAT RE�ISION EGUIPMENT P JEJ H k =1 11 A'ncl�',n�son TP�`S'-C CONTROL CKP -1 PROJE P Assoc Inc -A.H. No. 2 IMP E CITY. OF OTSEGI & C.S.A.H. #42 3 PHOTOCE SIGNAL SYSTEM LUMINAIRE LUMINAIRES, 1"I MAIN SE VICE 120/2.0�. SINGLE PHASE. 3 WIRE SIDE OF CABINET IS BREAKER ACCESS 6* (ALLOW FOR N Ll L2 I- U.I.I.AIRE L UM I N AIR E SZ I/C f 2 LUMINAIRES A SIGNAL SERVICE (METERED POWER) SERVICE CABINET DETAILS CAPPED ROOF WINDOW FOR PHOTOELECTRIC CONTROL METER VIEWING WINDOW SCREENED VENT OPENING -HINGE METER COMPARTMENT 0 1 DOOR WIN OVER CENTE DRAW LATCH FULL DEPTH STEEL BARRIER (L SHAPED) BETWEEP PRIMARY AND SECONDARI HINGED CIRCUIT BREAKER COMPARTMENT DOOR STANDARD POLICE LOCK W/SWING DOM PLATE - STAINLESS STEEL HINGES (TYPICAL) -ANGLE IRON BASE FRAME BASE GASKET WITH 1/2 - GAP FOR DRAINAGE ATTACH DEADFRONI NTH 3 SCREWS. ONE OF MICH SMALL BE A SEALING SCREW 12' -- IV WINDOWS FOR PHOTOELECTRIC CONTROL ER SOCKET (SEE NOTE) TER BY OTHERS) ENCLOSED PHOTOELECTRIC DEEP CONTROL EL BARRIER PHOTOELECTRIC CON TROL CABLE ENCLOSED WITHIN GREENFIELD MINAIRE -- ST SWITCH POLICE LOCK >OWN PLATE CENTER ULT JLRE )A/2P MAIN 1_60A/�P: (SIGNAL) �_"A/ P (LUMINAIRES) 2-15A/lp. (LUMINAIRES) I-ISA/IP. (PHOTOELECTRIC CONTROL CELL) RIGHT SIDE ELEVATION FEED POINT WIRING DIAGRAM 18 1/4. BARRIER 1"I MAIN SE VICE 120/2.0�. SINGLE PHASE. 3 WIRE SIDE OF CABINET IS BREAKER ACCESS 6* (ALLOW FOR N Ll L2 METER SOCKET I/C f 2 200 AMP LUMINAJRE CABLE BASE FRAME CONTROL POWER TEST BY-PASS 70GOLE SWITCH wi FROMR PONE Co 5 TERMINAL RINGLESS SOCKET WITH MECHANICAL BYPASS no T 16 /4- 14' I/C 0 6 -METER BY OTHERS - 2 T WH I K CABLE MAIN SLK DIIOOA/2P SCONNECT GlilOUND,11F 9 1 F__ IWIF ISA/IP LUMINAIRE METERED CONTACTOR 3OA/4P CIRCUIT BREAKERS 6OA/ I P I- DIA. MTG. HOLE (4) FOR 3/4- CIA. X 18- LONG ANCHOR ROD (4) (M N/DOT 3385-7YPE A) GALVANIZED F ULL LENGTH WITH WASHER AND NUT 1.11 . -- CONSTRUCTION NOTES 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED AND WELDED NO. 12 GAUGE COLD ROLLED STEEL. 2. ALL HINGES, HINGE PINS, AND LOCKS SHALL BE OF NON -CORRODING MATERIALS. 3, THE SE RVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE NTH NON -CORRODING TYPE TAMPERPROOF CARRIAGE BOLTS. THE METER COMPARTMENT DOOR SHALL BE SECURED NTH AN OVER CENTER DRAW LATCH AND DUAL LOCKING FIXTURE NTH LOCK. THE CIRCUIT BREAKER COMPARTMENT DOOR SHALL BE SECURED NTH A STANDARD POLICE LOCK EOUIPPED WITH A SWING DOM PLATE NTH TWO (2) KEYS. 4. BOTH DOOR OPENINGS SHALL BE SEALED NTH NEOPRENE GASKETS TO FORM A COMPLETE SEAL NTH THE ENCLOSURE. 5� THE VIEWING AND PHOTOELECTRIC CONTROL WINDOWS SHALL BE CLEAR LEXAN MATERIAL - 7' X 7" MINIMUM FOR VIEWING "NDOW AND 4" X 4' FOR PHOTOELECTRIC CONTROL CELL WINDOW. 6. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL PRIMER AND FINISHED WITH AN OVEN BAKED ENAMEL (SILVER). 7. CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC. 60 Hz, AND SHALL BE CLEARLY MARKED NTH THE "ON" A14D "OFF" POSITIONS AND IDENTIFIED WITH ]HE LOAD WHICH IT IS CARRYING (EG -SIGNALS- OR -LIGHTING") . ALL CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR AGE. 7 RE E CAPP ROOF ED WINDOWS FOR 4' PHOTOELECTRIC CONTROL ENCLOSED PHOTOELECTRIC CONTROL FULL — DEPTH STEEL 18 1/4. BARRIER DOOR COVER FOR CIRCUIT SIDE OF CABINET IS BREAKER ACCESS 6* (ALLOW FOR I- OVERLAP) TOP ELEVATION ANGLE IRON BASE FRAME NTH OP N 16 /4- 14' BOTTOM 1 1/8-1 I- DIA. MTG. HOLE (4) FOR 3/4- CIA. X 18- LONG ANCHOR ROD (4) (M N/DOT 3385-7YPE A) GALVANIZED F ULL LENGTH WITH WASHER AND NUT 1.11 . -- CONSTRUCTION NOTES 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED AND WELDED NO. 12 GAUGE COLD ROLLED STEEL. 2. ALL HINGES, HINGE PINS, AND LOCKS SHALL BE OF NON -CORRODING MATERIALS. 3, THE SE RVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE NTH NON -CORRODING TYPE TAMPERPROOF CARRIAGE BOLTS. THE METER COMPARTMENT DOOR SHALL BE SECURED NTH AN OVER CENTER DRAW LATCH AND DUAL LOCKING FIXTURE NTH LOCK. THE CIRCUIT BREAKER COMPARTMENT DOOR SHALL BE SECURED NTH A STANDARD POLICE LOCK EOUIPPED WITH A SWING DOM PLATE NTH TWO (2) KEYS. 4. BOTH DOOR OPENINGS SHALL BE SEALED NTH NEOPRENE GASKETS TO FORM A COMPLETE SEAL NTH THE ENCLOSURE. 5� THE VIEWING AND PHOTOELECTRIC CONTROL WINDOWS SHALL BE CLEAR LEXAN MATERIAL - 7' X 7" MINIMUM FOR VIEWING "NDOW AND 4" X 4' FOR PHOTOELECTRIC CONTROL CELL WINDOW. 6. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL PRIMER AND FINISHED WITH AN OVEN BAKED ENAMEL (SILVER). 7. CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC. 60 Hz, AND SHALL BE CLEARLY MARKED NTH THE "ON" A14D "OFF" POSITIONS AND IDENTIFIED WITH ]HE LOAD WHICH IT IS CARRYING (EG -SIGNALS- OR -LIGHTING") . ALL CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR AGE. 7 RE E CAPP ROOF ED WINDOWS FOR 4' PHOTOELECTRIC CONTROL ENCLOSED PHOTOELECTRIC CONTROL FULL — DEPTH STEEL \ / 11, TER COMPARTMENT BARRIER DOOR COVER FOR CIRCUIT SIDE OF CABINET IS BREAKER ACCESS 6* (ALLOW FOR I- OVERLAP) TOP ELEVATION 8. SHORT CIRCUIT RATING - 10.000 AtC SYMMETRICAL. 9. PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC CONTROL. 10. PHOTOELECTRIC CONTROL LENS SHALL BE ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE LIGHT SOURCES, PHOTOELECTRIC CONTROL LENS SHALL NORMALLY FACE NORTH AND EAST. 11. ALL CONDUIT ENTERING FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT SCALER. 12. THE SERVICE CABINET SHALL BE U.L. LISTED AND APPROVED FOR USE AS OUTDOOR WEATHER PROOF SERVICE ENTRANCE EQUIPMENT. 13. THE SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE NTH Ul. STANDARDS. 14. SEE INTERSECTION LAYOUT FOR REOUIRED NUMBER OF LUMINAIRES AT EACH INTERSECTION. JEJ Hokonson Anderson —*C.P FIN Assocjnc JEJ 1. -Q SIGNAL SERVICE CABINET D[TAJLS TRAFFIC CONTROL SIGNAL SYSTEM 14 C.S.A.H. No. 39 & No. 42 IMP. PROJECT 02 — 05 CITY Of OTSEGO. MNKSOTA .n 61128/02 11- - 07349 S�� TYPICAL NMC LOOP DETECTOR LAYOUT GENERAL NOTES: I SEE SPECIAL PROVISIONS FOR REOUIRED LOOP DETECTOR CONDUCTORS (BoT7DM or CONDUIT caNDUII TEE CDNDULE7 TO HANDHOLE 14' 6' X 6' NMC LOOP DETECTOR AND SPUCE KITS. CENTERED IN DRIVING LANE 0 2 THE 3/4- NONMEYAULIC CONDUIT (NMC) AND FITTINGS SHALL BE SOME ULE 40 HEAVY WALL RIGID POLYVINYL CHLORIDE (PVC) SEE SPEC. 6. X 15' NMC LOOP DETECTOR 10 (CENTERED IN IKE LANE) 3. THREE CORNERS OF EACH LOOP DETECTOR SHALL BE A 90' FACTORY 4'— 8 TO HANDHOLLE— ELBOW (6- RADIUS) THE FOURTH SHALL BE A NWIC TEE CONDULET. 5'— 0 THIS DIMENSION VARIES AC ORDING I RENCH 0.1 AS 4. APPROVED PVC PRIMER AND CEMENT SHALL BE USED FOR THE PVC JOINTS. TEE CONDULET (WIYH,,ACCE SS BRIEN D 70 OCLOOP SIZE 5. ALL SLACK MUST BE REMOVED FROM LOOP DETECTOR CONDUCTORS WITHIN X 6' NKC LOW DEIEE70R CONDUIT THE NMC� 6' X 6' NMC (D VARIABLE DEPTH-MAiNTAIN DRAINAGE TO MANDHOLE 6. THE LOOP DETECTOR ROADWAY CONDUCTORS (I/C #14) SHALL BE TWISTED LOOP DETECT THREE TURNS PER FOOT FROM THE NMC TEE CONDULET TO THE HANDHOLE. (CENTERED IN THE LANE) 7. ATTACH A FERROUS METAL ITEM TO THE INTERIOR OF THE TEE CONDULEY COVER 1, EACH LOOP DITICIOR CONDUIT 10 THE HANCHOLE SHALL III SLO' 'ED 2 THE HANDHOLE. LoWioTOWARDS LOW t LOOP DETEC70R CONDUITS TO THE HANDHOLE MAY BE PLACED WITHIN THE SAME TRENCH. 10� THE LOOP DETECTOR ROADWAY CONDUCTORS SHALL END N THE HANDHOLE. 11. NO SPLICES ALLOWED IN CONDUIT TO TEE CONDUIT. 12. THE LOOP DETECTOR ROADWAY CONDUCTORS AND THE LOOP DETECTOR LEAD-IN CABLE CONDUCTORS SHALL BE PROPERLY 6' X 6� "MC LOOP DE ECTOR PRE ARCO AND CLEANED EFORE SPLICING. (CENTERED IN THE LANE) 13. SPLICE KITS SHALL BE INSTALLED IN MANDHDLES IN SUCH A MANNER AS III ENSURE THAI EACH SPLICE KIT 11 SUSPENDED AND/ OR SECURED NEAR THE TOP OF THE HANDHOLE TO THE SATISFACTION OF THE ENGINEER (PLACING SPLICE KITS ON TOP OF THE ELECTRICAL CABLES AMID CONDUCTORS IS NOT ACCEPTABLE.) 14, TYPICAL SIZE OF LOOP DETECTORS ARE 6' X 6'. 6' X 10'. 6' X 15' AND 6' X 20'. REFER 70 INTERSECTION LAYOUT FOR SPECIFIC LOOP DEYEC70RS TO BE PLACED. 15. ALL LOOP DETECTORS SHALL HAVE 4 TURNS OF CONDUCTORS. SAME TRENCH WITHIN SHOULDER 3 SEPARATE CONDLEIS ENTERING MANDHOLE AND AS COUPLING— �j (TYPICAL) 14 4 ---------------- BELL END — 3/4* NMC SHALL BE CONTINUOUS FROM TEE 10 INSIDC Or HANDHOLC (LENGTH AS REDUIRED) -HANDHOLE MINI" 6' Dr CONDUCTOR "' HA"IftE.IEE SP CIAL P avisioNs FOR' Ill IC' DEEECTDR "LEAD IN CABLE IN HAND HOLE. TYPICAL NMC LOOP DETECTOR INSTALLATION NEW BITUMINOUS OR CONCRETE PAVEMENT UTTER TOP OF PAVEMENT TRAFFIC LANE HOULDER L 6: A NIMUM a MAXIMUM TYPICAL NMC LOOP DETECTOR DETAIL— (6' X 15' LOOP) (BoT7DM or CONDUIT caNDUII TEE CDNDULE7 TO HANDHOLE 14' 6' X 6' NMC LOOP DETECTOR BOTTOM or PAVEMENT (DEPTH VARIES) CENTERED IN DRIVING LANE 0 MAX Af �ACTORY 90*110 E 4'— 8 TO HANDHOLLE— L 6, (BOYT 0" Dr 5'— 0 THIS DIMENSION VARIES AC ORDING I RENCH 0.1 AS TEE CDNDULE7 TEE CONDULET (WIYH,,ACCE SS BRIEN D 70 OCLOOP SIZE COUPLING— �j (TYPICAL) 14 4 ---------------- BELL END — 3/4* NMC SHALL BE CONTINUOUS FROM TEE 10 INSIDC Or HANDHOLC (LENGTH AS REDUIRED) -HANDHOLE MINI" 6' Dr CONDUCTOR "' HA"IftE.IEE SP CIAL P avisioNs FOR' Ill IC' DEEECTDR "LEAD IN CABLE IN HAND HOLE. TYPICAL NMC LOOP DETECTOR INSTALLATION NEW BITUMINOUS OR CONCRETE PAVEMENT UTTER TOP OF PAVEMENT TRAFFIC LANE HOULDER L 6: A NIMUM a MAXIMUM CIONT... (BoT7DM or CONDUIT caNDUII TEE CDNDULE7 TO HANDHOLE IDP or PAVEMENT MIN 6' X 6' NMC LOOP DETECTOR BOTTOM or PAVEMENT (DEPTH VARIES) CENTERED IN DRIVING LANE INPLACE BITUMINOUS PAVEMENT TRAFFIC LANE— GUTTER TRENCH TRENCH IDP or PAVEMENT MIN 6. 'D 2' MIN SHOULDER MAX Af 3* MAX TO HANDHOLLE— L 6, (BOYT 0" Dr I RENCH 0.1 AS TEE CDNDULE7 DIRECTED By THE ENGINEER) C IT. CON N. W S NMC US X 6' NKC LOW DEIEE70R CONDUIT CENTERED IN DRIVING LANE TO HANDHOLE (D VARIABLE DEPTH-MAiNTAIN DRAINAGE TO MANDHOLE NOTES: I USE IKE ACTUAL LOOP DETECTOR 70 BE PLACED FOR MARKING THE PAVEMENT FOR MILLING LOCATION. 2 MILL PAST THE CENTER OF THE CONDUIT 10 BE PLACED. 3, ACHIEVE A MINIMUM 2' VER71CAL EDGE ON ALL CUTS 4, AN AIR COMPRESSOR UNIT (50 HIP) IS REDUIRED FOR REMOVING ALL LOOSE M ATERIAL FROM TRENCH PRIOR TO TACK COAT APPLICATION. 5. APPLY A TACK COAT AT A UNIFORM RATE TO THE BOTTOM AND EDGES OF THE MILLED AREA USE A EMULSIFIED ASPHALT PER SPEC. 2357.2A 6. USE MIXTURE TYPE L V4 WEARING COURSE (MIXTURE LVWE45030B) 10 BACKFILL THE TRENCH OTHER WEARING COURSE MIXTURE TYPES ARE ALLOWED WHEN APPROVED By ENGINEER. (AGGREGATE SIZE "A' IS REWIRED). 7. THE USE OF PETROLEUM DIS71LLATES AS AN AN71-ADHESIVE AGENT IS NOT ALLOWED. REFER TO MN/DOI TECH. MEMO NO, 94-16-MRE-05 DATED 3/10/94 FOR ADDITIONAL INFORMATION. S. COMPACTION SHALL BE OBTAINED BY THE ORDINARY COMPACTION METHOD/BACKFILL THE TRENCH NTH A MINIMUM OF TWO LIFTS AND COMPACT EACH LIFT. BEFORE COMPAC71NG THE FIRST LIFT ENSURE THAT THERE Is ADEOUATE MIXTURE ON EACH SIDE AND ABOVE THE CONDUIT SO THAT THE CONDUIT IS NOT 0 "AGED DURING COMPAC71ON OPERATIONS 9. THE COMPACTED MIXTURE IN THE TRENCH SHOULD BE LEFT 1/4- TO 1/2- ABOVE THE ADJACENT PAVEMENT SURFACE TO PROVIDE FOR ADDITIONAL COMPACTION BY TRAFFIC. 10. APPLY A BITUMINOUS FOG SEAL ON IKE NEWLY COMPACTED MIXTURE TO PROVIDE AN ADDITIONAL SURFACE SEAL (EMULSIFIED ASPHALT 2355.2A). DRY SAND SHALL BE SPREAD ON IKE FOG SE AL TO PREVENT MATERIAL PICKUP AND TRACKING. METER LOCATION: C.S.4 — 2.. 2— - Hakonson Anderson C -P Assoc.,Inc & C.S.A.H. #42 15 "eel SIGN SIGN EGEND NO �NCHESSI ZE SIGN MESSAGE SIGN COLOR REMARKS ESTIMATED OUM71TY RI -I 24' X 24' STOP WHITE ON RED P'R 3 R3-2 30" X 30' 'NO LEFT TURN' SYMBOL BLACK ARROW & BORDER ON WHITE W IN RED CIRCLE & SLASH 2 R3 -XI 30' X W RIGHT TURN LANE BLACK ON WHITE 6 R3 -7R 130- X w RIGHT LANE MUST TURN RIGHT BLACK ON WHITE 4 R3 -7L 1 30" X 30, LEFT LANE MUST TURN LEFT BLACK ON WIT[ 2 R3 -BF 1 35" A 30, DOUBLE LEFT TURN LANE USE CONTROL BLACK ON WHITE 4 R4-7 1 24" X 30" _12- 'KEEP RIGHT' SYMBOL BLACK ON W17E 5 R6 -IR 1_3��X -ONE WAY- ARROW 70 RIGHT BLACK ON W TE 2 RIO-4b(R) I G" X 70— PED PUSH BUTTON SIGN BLACK ON WH:TE 4 RIO-4b(L) 6- X 10- -Si KD PUSH BUTTON SIGN BLACK ON WHITE 4 W. -2R X 3-6 LANE REDUCTION TRANSITION BLACK ON YELLOW 2 W9 -IR 36' X 36" RIGHT LANE ENDS -66UBLE—ARROW BLACK ON YELLOW 2 W12-1 BLACK ON YELLOW I D3 56* X 40* COUNTY 39 I W17E ON GREEN MASI ARM MOUNTED ON P LES 1 1, 1 2 D3 WHITE ON GREEN MASTo-. MOUNTED ON P & 5 I OLES 1 5 2 S S"l 1 12 1 1 TYPE "D* SIGN IPANEL D-3 /A 1. � . �D STKCT � 1� I 7/� ARE WOE. 10 IHE �- SYSIE. �7 "OLIWIM ADIANCE V�Cl -. 1"I S� K P� AS P�LS TYK D". D-3; 34' w 6.o, KI—, 1.3, G_ W- — kl. 5 24.0- 0' SIGN D-3 DETAIL OVERLAYS C_ �,T,j I SIZE I LEGEND P'R -f=L D_�' 1 2 1 24-424- IC- 39 csm 421 I, FM STRLCILA4 DEI�. ME '0* S06. SEE Sl� � __- P. '0� - t S" 2, FM I�L D W�R D -EL X11. W.� SCE S701� S_ — : 03 24. M; 3.� w 0 LEGEND DENOTES PROPOSED STRIPE HATCHING DENOTES EXISTING BITUMINOUS TO BE REMOVED DENOTES PROPOSED STFhPE DENOTES EDGE OF PROPOSED BITUMINOUS DENOTES PROPOSED CURB k GLITTER DENOTES EXISTING SECTION LINE-BASEUNE --DENOTES EXISTING CURB DENOTES EXSTIN RIGHT OF WAY LINE DENOTES EX:SIIN'G L07 LINES - - - - - - - - DENOTES EXISTING EDGE OF EbTUMMOUS )o Gan , It I It 3" mv a" F1 F-1 ------------ Iii th, Z5 X ,d 6 z cr CL ci a: --------------- 1=1 5c rr;fm (0. S1.31 pn, th, 'so PIP, imnL 0, .�f -iuvl I G, —0.3".119 ,uz- LS� .v 00 LID! lo (11 M) awo zoo oN LSV3 GW3/N A oc-lo ..'es Vo w '0 a, 1 .00" P6 ISO IARRAN sl. N.17. IS I. Irl. 4' - FL�— ."%.- 97 o' rl. :o tz) K-&9 A (L. A K) GD ol 99 m 0 Mo. 11 Lo-o's vull I Oz .3 DD, W) 1.3.3 0 w 'T g —M Ull lwiil 0.1 .,038 W oo*iLx*ll Do s. mom -w N. o nx,. 1.) SM -C18 .3diil I � 'D'o "S """ ai�o 53. * —3 .,CQ o.3/,i,nw C3 W 3 T I 0 Z 2 p z 2 z 0 .!2 V 3 < -.R S �z I 3j X z .4. b z n C, A z z V. zRW z 2, 'z az DL 0 0 CL z z I -, 4 ox SWX -z- (L U C� 6W. R zz G2 lz z Do.3 go D, Qw Q 3C C3 W 3 T I 0 Z 2 p z 2 z < .4. b z V. 6W. lz go D, Qw Q z. Z z z z 1. z -z bw -z 1. -z 0 40 MH Wks 0 <s> "0:- N� .1 1 :R al � —1.;— 1-- ---6c IS3 -oze —4F IS -%,� t4 J:N,s Ll W 7y "I". o9) ao 1"T-umi"Ll-simm do .0 =32 0.3, os a -el 11.5ciTTo ow -04 A 1-.6, ;OL -10 d3dVL 1:91 UNI L12-09'.'Ul V F3 R! n) w.se V� .1 IN w -lo —7 71�> co -Al Gz-o avo, na I ae.. .—s a. .38 .3— 1,,L b a. 0,2 0 cr .14 w L; a: ON 2 W. Was �z 4 o o 00000coo . . . z . . zzz. z 'i q1z dl < . �z - —L I z 0 'XI d A wz oz V W Hai Zo Z U z <S> <8�<� <g> <�j AdvJ �V(383VW403 Gam ('3*N 'S 4106) 6C 'ON 'HYS*3 11, -1111111111111111m w u Fe It It AdvJ �V(383VW403 Gam ('3*N 'S 4106) 6C 'ON 'HYS*3 11, -1111111111111111m w u Fe 818+00 W M4 —lm lit I -IDD -w so -40 -2D o 20 40 a soo 817+50 an nB W -Iw -60 -a -40 -20 0 816+72.35 872 w W -W -40 0 816+50 Rol 816+47.19 Rol 817+00 40 20 40 — 2., 2M - � 2�- 2 ix -- T- 864 w wo ID IW .872 So 100 — 2., 2M - � 2�- QUADAY AVE. N.E. 823+50 DRIVEWAY if _,00 -so 19 _4o -2o J_ Q N4 823+00 aui mw swum 7WEITt 0. --z,00 so -40 -26 o No 822+50 H(w SWIAMT,SKE LT -so _.o -2o a 2D 822+00 T__ 2% T_ I an T W", 10D -so _4o -20 a 2D Q 821+50 Is -10D 0 -4o -20 c 40 B60 821+00 B64 .4 -IDD -so -Go Big _Q -2o a 2D Q ino DATE REVISION Hakanson CROSS SECT ONS W Anderson C.S.A.H. No . 39 25 Assoc.,Inc. IMP. PROjECT 02-05 MY OF OTSEGO, INNESDI� x 6/2B/O2 826+50 — - -------- 2. -60 -4D 20 40 826+00 "4 MCI 100 -40 0 20 4D NOW 825+50 1164 2� -,00 -60 -40 -20 0 so .0 825+00 2% -j— I -W -41) -20 a 20 00. 824+50 2. -T I -80 -SO -40 20 40 OUADAY AVE. N.E. 824+00 I U4 -20 0 20 40 24. =2 WE REWSION JU H k""' CROSS SECTIONS "a Andesm, C.S.A.H. No. 39 26 C Assoc.,Inc. IMP. PROJECT 02-05 CITY OF OISEGO. WNNESOIA x 6/2S/02 349 ��s 827+60 —20 0 20 0 827+50 U41 0�21111) F 77-14 gig -80 —10 —0 —20 0 40 827+00 U4 IM -0 —00 —40 -20 0 no 20 .0 DATE REWS" ieIxmiI. JEJ H konson =Zfl CROSS SECTIONS ow-.— 1-1 n erson Aod C.S.A.H. No. 39 27 CKP Assoc.,Inc. IMP. PROJECT 02-05 CITY OF OTSEGO. MWKWI, x JEJ 7�1 �6128102 OT3,I9 WM 0 I .lq in 0 0 + + + 0 t. -I! 0 c)) "Us + lk@ + CD 00 —411 P. I i a 71— LO + to + r, o + N 7 7-11 P. I i a LO + to P. I i a 74+50 -40 -2D 111, 20 4D 74+00 -.0 -20 0 m 40 73+50 .j -.0 -20 0 20 40 73+00 its -40 -21) o 2o Q 72+50 A-- L-- -20 0 40 72+00 *4 71+50 . ........ L L .0 -20 40 1164 77+50 T FT T �F D 20 40 7-7+00 U4 -20 0 20 40 76+50 -40 -20 0 20 40 76+00 .4 75+50 864 -.0 -20 0 20 40 x, Hokonson CROSS SECTIONS ---I I C.S.A.H. a Anle,sor No. 42 cl Pill Assoc.,Inc.1 IMP. PROJECT 02-05 CRY OF OTSEGO. MINNESOTA 29 75+00 4 -4o -2o a .25- x, Hokonson CROSS SECTIONS ---I I C.S.A.H. a Anle,sor No. 42 cl Pill Assoc.,Inc.1 IMP. PROJECT 02-05 CRY OF OTSEGO. MINNESOTA 29 81+00 40 -3c o la Q 80+50 -4D -2D D 40 80+00 -40 -20 0 20 79+50 -.0 -20 20 79+00 M4 IG4 -4D -2D 40 78+50 du au 1.4 -40 -2D 0 20 40 78+00 F-71 864 sit -2D Q 2o 40 84+50 F - -T- - i - I - 1. I- I i T - TO Q 84+00 -40 -20 0 20 40 83+50 -40 -20 0 2 0 40 83+00 82+50 -40 -20 0 20 40 82+00 -20 0 20 81+50 -40 -2D D 20 40 Hokonson Anderson Fill Assoc.,Inc 30 85+50 472 -.0 -20 0 20 40 85+00 a72 i 672 m -Q -20 0 20 40 Hokonson Anderson Fill Assoc.,Inc 2.. M2 12� CROSS SECTIONS C.SAH. No. 42 IMP. PROJECT 02-05 CITY OF 07SEGO. MINW-SO7A 31 June 18, 2002 ITEM 8.1. N 19 �2�M2 A1W.Ejpj6O1T X. 9464 Hemlock Lane N., Maple Grove, MN 55369 9 Phone: 763-315-