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05-08-06 CC ITEM 5_1 • • CLAIMS LIST CITY COUNCIL MEETING MAY 8, 2006 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register 04 -20 -2006 $ 390.00 04 -26 -2006 $ 6,377.58 04 -27 -2006 $ 463,8',11.32 05 -04 -2006 $ 322,984.09 05 -04 -2006 $ 1.00.00 PAYROLL 04 -26 -2006 $ 31,740.92 GRAND TOTAL $ 825,403.91 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 • 05/04/06 9:04 AM Page 1 *Check Summary Register© MAY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid WRIGHT COUNTY HIGHWAY DE $100.00 ACCESS PERMIT FEE - QUEENS AVE IMPR Total Checks $100.00 FILTER: None CITY OF OTSEGO 05/04/06 9:04 AM Page 1 *Check Detail Register© MAY 2006 Check A mt I nvoice mment Co '10100 BANK OF ELK RIVER _ _ _ .�,. ..- - -- °-° • Unpaid • r...� WRIGHT COUNTY HIGHWAY DEPT E 480 - 43100 -310 Miscellaneous $100.00 ACCESS PERMIT FEE - QUEENS AVE Total WRIGHT COUNTY HIGHWAY DEPT $100.00 10100 BANK OF ELK RIVER $100.00 Fund Summary 10100 BANK OF ELK RIVER 480 194 /CASH 37 Project $100.00 $100.00 • • • • • • r. CITY OF OTSEGO 05/04/06 8:57 AM Page 1 *Check Summary Register0 MAY 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AIRGAS, INC. 521.94 OXYGEN UnPaid BRADLEY BELAIR $60.00 MAY CELL PHONES UnPaid BRENT KOLLES $120.00 APRIL & MAY CELL PHONE UnPaid BROCK WHITE CO LLC 5581.59 SINGLE NET WHITE BLANKET UnPaid CHARTER COMMUNICATIONS $100.01 MONTHLY SERVICE UnPaid COBORNS INC 574.87 DRY CLEANING UnPaid DAVID CASTLE $60.00 MAY CELL PHONE UnPaid DIAMOND MOWERS, INC. $12,737.40 ROAD SIDE MOWER UnPaid DJ'S TOTAL HOME CENTER $3.70 REPAIR SUPPLIES UnPaid DON MASS $60.00 MAY CELL PHONES UnPaid ECM PUBLISHERS INC 51,157.40 OUTSERTS UnPaid ELK RIVER PRINTING & PARTY $999.72 POCKET FOLDERS /NEW HOMEOWNER PA • UnPaid FINKEN'S WATER CARE $146.79 PW UnPaid FLOYD TOTAL SECURITY $1,050.73 PADLOCKS /KEYS - EAST /WEST LIFTSTATI UnPaid G.L. ROOFING 55,880.00 RE -ROOF OLD TOWN HALL UnPaid GREENBERG IMPLEMENT INC. 511,222.97 EXMARK MOWER UnPaid HAKANSON ANDERSON ASSOC $257,961.64 CRIMSON PONDS WEST UnPaid HAROLD LEONARD $60.00 MAY CELL PHONE UnPaid HYDRANT SPECIALIST INC $276.00 HYDRANT REPAIR UnPaid JOE ABRAHAMSON $95.60 MILEAGE - BLDG CODE CLASS UnPaid KNUTSON RICK $60.00 MAY CELL PHONES UnPaid LONG & SONS $980.20' CLEANING SVC - APRIL UnPaid MANUFACTURERS MARKETING $153.36 HARD HATS , UnPaid MARTIN BENEFIT ADMINISTRAT 565.00 MONTHLY FEE UnPaid MERGES ANDREW $4,916.66 APRIL 2006 ASSESSING WORK UnPaid MILLER CHEVROLET $8.50 TIRE REPAIR UnPaid NAPA OF ELK RIVER INC $104.45 SOCKET SETS UnPaid NORTHWEST ASSOC CONSULT $11,003.40 MISSISSIPPG;COVE UnPaid OERTEL ARCHITECTS $1,358.05 PUBLIC WORKS STUDY UnPaid OFFICEMAX $197.80 OFFICE SUPPLIES UnPaid PAT LAUNDERVILLE $60.00 MAY CELL PHONES UnPaid PAULSON & CLERK ENGINEERI $937.50 SOUND SYSTEM DESIGN UnPaid PLAISTED COMPANIES $1,067.15 GRAVEL & ROCK UnPaid REED BUSINESS INFORMATION $127.20 2006 STREET MAINT PROJ UnPaid SOFTRONICS $3,476.23 COMP SUPPLIES FOR W/S BILLING UnPaid THE LOGO OUTFITTERS $995.42 BLDG DEPT:CLOTHING UnPaid USA BLUE BOOK $223.23 METER & CURB BOX KEYS UnPaid WRIGHT COUNTY AUDITOR -TRE $596.06 REIMBURSE FOR FINE MONIES RECD UnPaid WRIGHT COUNTY HIGHWAY DE 53,471.99 SALT AND SAND UnPaid XEROX CORPORATION $511.53 XEROX COPIER Total Checks $322,984.09 • FILTER: None CITY OF OTSEGO 05/04/06 8:57 AM • Page 1 *Check Detail Register© MAY 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER . ,. Unpaid AIRGAS, -- -- — : E 101-43100-210 Operating Supplies (GENERAL) $21.94 105454809 OXYGEN Total AIRGAS, INC. $21.94 , _...,------ , -------- ------- Unpaid BRADLEY BELAIR ' E 101-43100-320 Telephone $60.00 MAY CELL PHONES Total BRADLEY BELAIR $60.00 Zrard ----------- likiiiiiatEs ----------'---- E 101-43100-320 Telephone $120.00 APRIL & MAY, CELL PHONE Total BRENT KOLLES $120.00 ---------.:------.,—..-----_, Zn - ard -------m-m ikbaWrerg 661:11 E 10143100-220 Repair/Maint Supply (GENERAL) $253.64 11485586-00 SINGLE NETWHITE BLANKET E 10143100-220 Repair/Maint Supply (GENERAL) $158.53 11490496-00 SINGLE NETWHITE BLANKET E 10145200-400 Repairs & Maint Cont (equip) $169.42 11492318-00 SINGLE NET:WHITE BLANKET (PR. Total BROCK WHITE CO LLC $581.59 , . — Unpaid - - ----- CHARTER COMFIENICATIONg . E 10141400-390 Contracted Services $100.01 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $100.01 Mpaid COBORNS INC E 250-42410-310 Miscellaneous $74.87 DRY CLEANING Total COBORNS INC $74.87 ■ -------m•--- - — • — E 250-42410-320 Telephone $60.00 MAY CELL 1., HONE Total DAVID CASTLE $60.00 Unpaid DIAMOND MOWERS, INC. „ E 206-43100-501 Equipment $12,737.40 22295 ROAD SIDE MOWER Total DIAMOND MOWERS, INC. $12,737.40 -----,,------- 7)Wair'----6.1T-Farit HOME CENTER E 101-43100-220 Repair/Maint Supply (GENERAL) $3.70 11264 REPAIR SUPPLIES Total DJ'S TOTAL HOME CENTER $3.70 Unpaid DON MASS , E 101-43100-320 Telephone $60.00 MAY CELLPHONES Total DON MASS $60.00 --..--- E 101-45250-350 Print/Binding (GENERAL) $125.37 210364 EASTER AD E 101-41400-350 Print/Binding (GENERAL) $180.70 211544 LEGAL-ORDINANCE E 101-43620-390 Contracted Services $250.75 211615 CLEAN UP, VOUCHERS E 101-41400-347 Newsletter $123.20 211616 OUTSERTS E 101-41400-347 Newsletter $414.65 211849 OTSEGO VIEW E 101-43620-390 Contracted Services $62.73 79287 CLEAN UF: Total ECM PUBLISHERS INC $1,157.40 ----------.----- Unpaid ELK RIVER PRINTING & PARTY PLU E 250-42410-350 Print/Binding (GENERAL) $793.11 23158 POCKET FOLDERS/NEW HOMEOWNER P E 250-42410-350 Print/Binding (GENERAL) $206.61 23213 STOP WORK LABELS Total ELK RIVER PRINTING & PARTY PLU $999.72 ---------- "iTn'ar*-----m--Trr:tZEVsWXTgiiEThr------- \ CITY OF OTSEGO 05/04/06 8:57 AM • Page 2 *Check Detail Register© , MAY 2006 Check Amt Invoice Comment E 101-43100-390 Contracted Services $10.12 PW E 101 - 41940 -390 Contracted Services $136.67 CITY HALL , Total FINKEN'S WATER CARE $146.79 RUnp FLOYD TOTAL SECURITY v �.. E 101 - 41940 -402 Repairs /Maint Buildingss $252.93 43496 REPAIR SOUTH EXTERIOR DOOR E 601 - 49400 -310 Miscellaneous $797.80 43496 PADLOCKS /KEYS - EAST/WEST LIFT Total FLOYD TOTAL SECURITY $1,050.73 Unpaid G.L. ROOFING... �.. �,.,..., �.,..., �«. �_ ,....,.,..�.�.,- ,��,,.�,..... ` .- .�.....,��..�._.._..,- ..,.... { E 101- 41950 -400 Repairs & Maint Cont (equip) $5,880.00 RE -ROOF OLD TOWN HALL Total G.L. ROOFING $5,880.00 • Unpaid GREENBERG IMPLEMENT INC. E 101 -45200 -501 Equipment $11,222.97 EXMARK MOWER Total GREENBERG IMPLEMENT INC. $11,222.97 Unpaid HAKANSON ANDERSON ASSOC INC _ ��` G 701 -22349 ARBOR CREEK $245.44 17953 ARBOR CREEK G 701 -22315 RIVERWOOD NATIONAL $1,372.40 17954 RIVERWOOD NATIONAL G 701 -22434 Crimson Ponds West $10,433.79 17955 CRIMSON PONDS WEST E 101 -41560 -302 Engineering Fees $924.67 17956 CITY MAP E 101 -41560 -302 Engineering Fees $1,133.40 17957 STAFF MEETINGS E 480- 43100 -302 Engineering Fees $342.25 17958 ALBERTVILLE /OTSEGO ISSUES E 441 -43100 -302 Engineering Fees $173.63 17960 PUBLIC WORKS BLDG E 101- 41560 -302 Engineering Fees $348.56 17962 MISC DEVELOPMENT REVIEW E 101 -41400 -348 Maps $622.14 17963 GOPHER ONE CALL MAPS G 701 -22396 ARBOR CREEK 2ND $131.52 17974 ARBOR CREEK 2 G 701 -22394 DUERR PROP $1,397.02 17977 DUERR CREEK G 701 -22393 REMINGTON COVES $3,158.80 17978 REMINGTON COVES G 701 - 22361 SUN RAY FARMS $756.46 17980 SUNRAY FARMS G 701 -22380 RIVERPLACE 1ST $466.82 17981 RIVERPLACE G 701 -22356 KITTR CROSS PPRZ $355.67 17982 KITTREDGE CROSSING G 701-22419 ZIMMER 4TH $728.75 17989 ZIMMER FARMS 4 G 701 -22415 NORIN'S LANDING $787.06 17990 NORIN'S LANDING G 701 -22406 KITCROSS 5/6 $646.25 17991 KITTREDGE 5 & 6 G 701 -22401 ZIMMERFARMS 3RD $1,118.22 17992 ZIMMER FARMS 3 G 701 -22451 BOULDER CREEK - EMMERICH EA $3,426.95 17993 BOULDER CREEK G 701 -22397 SUNRAY FARMS 2ND $154.00 17994 SUNRAY FARMS 2 G 701 -22374 KITTREDGE FINAL $1,142.54 17995 KITTREDGE 2,3 & 4 G 701 -22366 MARTIN FARMS $1,516.22 17996 MARTIN FARMS G 701 -22369 DR H ZIMMER PROP $80.16 17997 ZIMMER FARMS G 701 -22474 CRIMSON PONDS WEST 2ND ADD $802.35 17998 CRIMSON PONDS WEST 2 G 701 -22433 ZIMMER FARMS 5 /PHASE 4 $977.01 17999 ZIMMER FARMS 5 G 701 -22463 ARBOR CREEK 4TH $117.22 18000 ARBOR CREEK 4 G 701 -22460 FEATHERWIND - FARR $685.35 18001 FEATHERWIND G 701 -22431 PLEASANT CRK 4TH $514.76 18003 PLEASANT; CREEK 4 G 701-22422 ROTTLUND HOMES $100.00 18004 ROTTLUND HOMES i iv�/ G 701 -22432 OTSEGO PRESERVE III $151.25 18005 OTSEGO PRESERVE 3 G 701 -22445 RIVER PLACE II $8,530.56 18006 RIVERPLACE 2 G 701 -22426 FIN PLAT ARBOR CRK 3 $2,158.79 18007 ARBOR CREEK 3 G 701 -22424 HAMLET'S CREEKVIEW $1,693.89 18008 HAMLET PROPERTY G 701 -22465 GREAT RIVER CTR $1,847.46 18009 GRT RIVER CENTRE E 499 -49400 -302 Engineering Fees $1,763.91 18028 CITY WELL HEAD PROTECTION E 430 - 43256 -302 Engineering Fees $280.00 18029 WEST LIFT STATION E3 G 701 -22356 KITTR CROSS PPRZ $88.28 18030 KITTREDGE TRUNK W/S E 444 - 43100 -302 Engineering Fees $13,706.25 18031 TRUNK SS & WATERMAIN - 42/101 E 480 - 43100 -302 Engineering Fees $582.85 18032 I -94 /ALBERTVILLE TRAFFIC STUDY CITY OF OTSEGO 05/04/06 8:57 AM Page 3 *Check Detail Register© • • MAY 2006 Check Amt Invoice Comment • E 601 - 49400 -302 Engineering Fees $40.00 18033 SCADA/RADIO FREQUENCY LICENSE E 203 - 45210 -302 Engineering Fees $262.50 18034 CITY PARKS T9PO SURVEY E 485- 43100 -302 Engineering Fees $2,408.95 18035 QUEENS AVE;IIMPR E 444- 43100 -302 Engineering Fees $20,957.57 18036 101 FRTG RDWATERMAIN & FORCEM G 701 -22410 RWN SEWER /WATER FEE $5,535.91 18037 KADLER AVE,FORCEMAIN E 444 - 43100 -302 Engineering Fees • $22,570.33 18038 101/37/42 SS & WATER BORINGS E 485 - 43100 -302 Engineering Fees $9,139.62 18039 CHRISTIAN ACRES RD IMPR PROJ E 101- 41560 -302 Engineering Fees $5,215.66 18040 2006 RD MAINT PROJ E 485 - 43100 -302 Engineering Fees $80,278.82 18050 CSAH 42 - CSAH 39 TO 85TH E 426 - 43100 -302 Engineering Fees $5,920.64 18051 QUADAY - 78TH TO CSAH 37 E 428- 49400 -302 Engineering Fees $16.61 18052 WEST PUMP HSE & PNEUM TANK G 701 -22462 DUKE REALTY $163.35 18053 DUKE - ROLLING MEADOWS G 701 -22408 Prairie Creek 6th $168.44 18054 PRAIRIE CREEK 6 G 701 -22387 ARBOR PLACE PPREZONE $24.06 18055 ARBOR PLACE G 701 -22467 ZIMMER FARMS 6 $38.50 18056 ZIMMER FARMS 6 E 101- 41560 -302 Engineering Fees $287.38 18057 2006 MUNICIPAL STATE AID ADMIN E 475 - 43100 -302 Engineering Fees $3,474.55 18060 COMM FRNTG RD IMPR E 406 - 43100 -302 Engineering Fees $730.13 18061 LEFEBVRE DRAINAGE STUDY E 408 - 43100 -302 Engineering Fees $18,662.50 18062 OTSEGO CREEK IMPR PROJ E 428 - 49400 -302 Engineering Fees $742.32 18063 TRUNK WTRMN - WELLS 4 &5 -WTR G 701 -22392 MISSISSIPPI COVE $50.00 18064 DAVIS MISSISSIPPI COVE E 101- 41560 -302 Engineering Fees $2,559.37 18066 MISC ENGINEERING E 250 - 42410 -311 PIng & Eng. - 101Traffic Study $4,018.99 18067 TRUNK HWY 101 E 427-43100-302 Engineering Fees $9,232.79 18068 MACIVER - 80TH TO 60TH Total HAKANSON ANDERSON ASSOC INC $257,961.64 Unpaid HAROLD LEONARD .m..�,,..»..._ .�.....�,.....: ... , .. .v E 250 - 42410 -320 Telephone $60.00 MAY CELL PHONE Total HAROLD LEONARD $60.00 Unpaid SPECIALIST INC G 701 -22380 RIVERPLACE 1ST $276.00 2854 HYDRANT REPAIR Total HYDRANT SPECIALIST INC $276.00 Unpaid ABRAHAMSON E 250 - 42410 -321 Mileage/Travel $35.60 MILEAGE -,BLDG CODE CLASS E 250 -42410 -320 Telephone $60.00 MAY CELL PHONE Total JOE ABRAHAMSON $95.60 Unpaid -->— KNUTS RIC E 101- 43100 -320 Telephone $60.00 MAY CELL PHONES Total KNUTSON RICK $60.00 , Unpaid LONG & � �....„.. �.,.>......., ... .- ...,._.....— �,- . _.._,...._..� SONS E 101 - 41940 -203 Supplies - General $192.10 06 -134 SUPPLIESi E 101 - 41940 -389 Cleaning Services $788.10 06 -134 CLEANING SVC - APRIL Total LONG & SONS $980.20 Unpaid MANUFACTURERS MARKETING E 101- 43100 -210 Operating Supplies (GENERAL) $89.46 110 HARD HATS E 250 -42410 -310 Miscellaneous $63.90 110 HARD HATS Total MANUFACTURERS MARKETING $153.36 Unpaid T w MARTIN BENEFIT ADMINISTRATORS E 101- 41400 -390 Contracted Services $65.00 6005 MONTHLY FEE Total MARTIN BENEFIT ADMINISTRATORS $65.00 Unpaid � « � MERGES ANDREW • CITY OF OTSEGO 05/04/06 8:57 AM Page 4 *Check Detail Register© MAY 2006 Check Amt Invoice Comment E 101 -41550 -390 Contracted Services $4,916.66 APRIL 2006 ASSESSING WORK Total MERGES ANDREW $4,916.66 • Unpaid MILLER CHEVROLET .,, �. x..,... � ..,,.,...,- :,...�..�....- .�.�.. E 250 - 42410 -400 Repairs & Maint Cont (equip) $8.50 286561 TIRE REPAIR Total MILLER CHEVROLET $8.50 �., Unpaid NAPA O F ELK RIVER INC E 101 - 43100 -220 Repair /Maint Supply (GENERAL) $19.26 209982 REPAIR SUPPLIES E 101 - 43100 -240 Small Tools and Minor Equip $85.19 211799 SOCKET SET Total NAPA OF ELK RIVER INC $104.45 Unpaid - NORTHWEST ASSOC CONSULTANTS G 701 -22422 ROTTLUND HOMES $304.00 15458 ROTTLUND G 701 -22451 BOULDER CREEK - EMMERICH EA $2,253.80 15458 BOULDER CREEK G 701 -22392 MISSISSIPPI COVE $445.01 15458 MISSISSIPPI COVE G 701 -22460 FEATHERWIND - FARR $608.00 15458 FEATHERWIND Ik G 701 -22424 HAMLETS CREEKVIEW $372.00 15458 HAMLET t. G 701 -22462 DUKE REALTY $224.50 15458 DUKE - G 701 -22392 MISSISSIPPI COVE $636.95 15458 MISSISSIPPI COVE G 701 -22465 GREAT RIVER CTR $864.50 15458 GREAT RIVER CENTER G 701 -22477 K9 TRAINING CENTER OF MN - CU $334.00 15458 OLSON K9 ' • G 701 -22478 NELSON CUP - RELOCATE SFH $361.73 15458 NELSON BLDG RELOCATION G 701 -22480 NATHE RETAIL BUILDING $364.92 15458 NATHE E 499 -49400 -303 Planning Fees $97.20 15459 WELLHEAD PROTECTION E 101 -41570 -303 Planning Fees $878.15 15459 GENERAL E 250 -42410 -303 Planning Fees $1,008.64 15460 CODE ENFORCEMENT E 101- 41570 -303 Planning Fees $2,250.00 15461 MEETINGS Total NORTHWEST ASSOC CONSULTANTS $11,003.40 Unpaid , „- ------,----------- .. .:. ,�:_.. OERTEL ARCHITECTS -- -- - µ E 441 -43100 -302 Engineering Fees $1,358.05 #8 PUBLIC WORKS STUDY Total OERTEL ARCHITECTS $1,358.05 1717; ` "r" """"m.. '. a . "x„ — 6- FFICEMAX t- ..�.,. � w.w. ` Unpaid E 101 -41400 -201 Office Supplies $197.80 531442 OFFICE SUPPLIES Total OFFICEMAX $197.80 PAT UNDERVILLE .,.. .�._,r: � _ _,_ p ____ Unpaid E 101- 43100 -320 Telephone $60.00 MAY CELL PHONES Total PAT LAUNDERVILLE $60.00 Unpaid PAULSON & CLERK ENGINEERING i E 250 - 42410 -390 Contracted Services $937.50 5980 SOUND SYSTEM DESIGN Total PAULSON & CLERK ENGINEERING $937.50 "" "°' �'""°` °""��" — LAISTED�COMPANIES Unpaid E 101- 43100 -370 Sand andGravel $1,067.15 13122 GRAVEL & ROCK Total PLAISTED COMPANIES $1,067.15 Unpaid `''" `-- —*-- -- R BUNESS EED SI INFORMATION - - --- —m E 101 -43100 -350 Print/Binding (GENERAL) $127.20 821444 2006 STREET MAINT PROJ Total REED BUSINESS INFORMATION $127.20 S OFTRONICS '" ---- :,...,,.R�....,..... . .....,�.�.�.,�...— ..m.� a Unpaid ' E 602 -49450 -390 Contracted Services $409.38 2168 LABOR - W/S BILLING E 601 -49400 -500 Capital Outlay (GENERAL) $23.96 2168 COMP SUPPLIES FOR W/S BILLING E 602 -49450 -500 Capital Outlay (GENERAL) $23.96 2168 COMP SUPPLIES FOR W/S BILLING • CITY OF OTSEGO 05/04/06 8:57 AM . Page 5 . *Check Detail Register© MAY 2006 Check Amt Invoice Comment E 101- 41600 -390 Contracted Services $409.37 2168 LABOR - FIN * . E 101 -41400 -390 Contracted Services $409.37 2168 LABOR - ADMIN E 101 - 41400 -201 Office Supplies $153.31 2168 ANTIVIRUS, MOUSE, HARD DRIVE - E 250- 42410 -390 Contracted Services $1,637.50 2168 LABOR - BLDG E 601- 49400 -390 Contracted Services $409.38 2168 LABOR - W/S BILLING Total SOFTRONICS $3,476.23 Unpaid THE LOGO OUTFITTERS E 250 - 42410 -203 Supplies - General $995.42 1674 BLDG DEPT CLOTHING Total THE LOGO OUTFITTERS $995.42 , <,» s»., ,., -- - USA BLUE BOOK — _,.�.. ...,��, -. < -, Unpaid E 601- 49400 -220 Repair /Maint Supply (GENERAL) $223.23 155452 METER & CURB BOX KEYS Total USA BLUE BOOK $223.23 Unpaid ----- WRIGHT COUNTY AUDITOR- TREASURE — �, -..m E 101 - 41400 -310 Miscellaneous $596.06 REIMBURSE FOR FINE MONIES REC' Total WRIGHT COUNTY AUDITOR - TREASURE $596.06 Unpaid .�� WRIGHT COUNTY HIGHWAY DEPT E 101 - 43100 -434 Blacktop Supplies $100.05 4860 ASPHALT PATCH E 101 -43100 -372 Salt & Sand $3,371.94 4861 SALT AND SAND Total WRIGHT COUNTY HIGHWAY DEPT $3,471.99 ' inpaid —reu {# XEROX CORPORATION E 101- 41400 -413 Office Equipment Rental $511.53 16969082 XEROX COPIER Total XEROX CORPORATION $511.53 10100 BANK OF ELK RIVER $322,984.09 . Fund Summary ' 10100 BANK OF ELK RIVER 101 GENERAL FUND $47,046.21 203 PARK DEVELOPMENT $262.50 206 CAPITAL EQUIPMENT REVOLVING $12,737.40 250 BUILDING PERMIT FEES $9,960.64 406 Lefebvre Watershed $730.13 408 Otsego Creek Watershed $18,662.50 426 Quaday & CSAH 37 $5,920.64 . 427 MACIVER/70TH ST ACCESS $9,232.79 428 WEST WATER PROJ $758.93 430 West Trtmnt Plant -Phase 1 $280.00 441 Otsego City Campus $1,531.68 444 SE Utilities Project $57,234.15 , 475 Waterfront East/Miss. Shores $3,474.55 480 I94 /CASH 37 Project $925.10 485 Street Impr. Fund - 2006 $91,827.39 499 WELLHEAD PROTECTION PROJECT $i,861.1i 601 WATER FUND $1,494.37 602 SEWER FUND $433.34 701 DEVELOPMENT ESCROWS FUND $58,610.66 $322,984.09 CITY OF OTSEGO 04/27/06 11:41 AM Page 1 *Check Summary Register© APRIL 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ASSURANT EMPLOYEE BENEFIT 5252.00 STD - MAY - BLDG UnPaid BRADLEY BELAIR 560.00 APRIL CELL PHONE UnPaid BRAUN INTERTEC 51,211.75 OTSEGO PRES PARK TESTING UnPaid BROCK WHITE CO LLC $212.02 NET WHITE BLANKET /SEC STAPLES UnPaid BUSINESS FORMS AND ACCOU $146.50 LASER CHECKS UnPaid DAVID CASTLE 560.00 APRIL CELL PHONE UnPaid DON MASS $60.00 APRIL CELL PHONE UnPaid EARL F ANDERSON INC $1,566.77 ARBOR CREEK STREET SIGNS UnPaid ECM PUBLISHERS INC $1,338.44 CLEAN UP DAY AD UnPaid FASTENAL COMPANY $159.70 BLDG DEPT VESTS UnPaid H & L MESABI $385.44 GRADER BLADE FOR 88 GRADER UnPaid HALLMAN OIL COMPANY 5124.35 RYKOTAC GREASE UnPaid HAROLD LEONARD 560.00 APRIL CELL RHONE UnPaid HYDRO METERING TECHNOLOG $502.45 METERS UnPaid JOE ABRAHAMSON 5220.30 MILEAGE ST'CLOUD UnPaid JOHNSTON FARGO CULVERT $165.93 CULVERTS /BANDS UnPaid KNUTSON RICK $60.00 APRIL CELL PHONE UnPaid LEAGUE OF MN CITIES 5526.50 LOSS CONTROL WORKSHOP - BRAD Unpaid MARTIES FARM SERVICE INC $281.16 4- 50# PREMISUNNY $36.71 GEAR DRIVE HEADS UnPaid MENARDS 550.00 9992 JAMES "OVERCHARGE FOR WINDOW UnPaid MIDWEST ROOFING, SIDING & $169.90 FINANCE - MAY UnPaid MINNESOTA LIFE 3,768.76 20058 IMPROVEMENT BOND $26 UnPaid NORTHLAND TRUST SERVICES, $218.06 OFFICE SUPPLIES UnPaid OFFICEMAX $60.00 APRIL CELL!PHONE UnPaid PAT LAUNDERVILLE UnPaid PETER TORRESANI 5614.33 EASTER SUPPLIES UnPaid RANDY'S SANITATION $162.15 GARBAGE SERVICE 55,738.85 CITY PROPERTY UnPaid SUPERIOR LAWN 5185,506.25 20038 W/S BOND UnPaid US BANK UnPaid WRIGHT COUNTY RECORDER 592.00 ANDERSON - CUP Total Checks $463,811.32 r FILTER: None , CITY OF OTSEGO 04/27/06 11:41 AM Page 1 *Check Detail Register© APRIL 2006 , Check A mt Invoice Comment 10100 BANK OF ELK RIVER ___ _ ... .,... w,..,... __�.. �..»..�..- ,.,.- ,�- �.._.. -- _ -- _- -_ --- Unpaid- ASSURANT EMPLOYEE BENEFITS , E 101- 41400 -130 Employer Paid Ins (GENERAL) $72.00 STD - MAY 4DMIN E 101 - 41600 -130 Employer Paid Ins (GENERAL) $18.00 STD - MAY - FINANCE E 101-43100-130 Employer Paid Ins (GENERAL) $72.00 STD - MAY - PW E 250 - 42410 -130 Employer Paid Ins (GENERAL) $90.00 STD - MAY -,BLDG Total ASSURANT EMPLOYEE BENEFITS $252.00 Unpaid BRADLEY BELAIR E 101- 43100 -320 Telephone $60.00 APRIL CELL'PHONE Total BRADLEY BELAIR $60.00 Unpaid BRAUN INTERTEC E 203- 45210 -302 Engineering Fees $422.25 260071 BEAUDRY MEADOWS E 203- 45210 -302 Engineering Fees $394.75 260072 KITTREDGE CROSSING PARK E 203 -45210 -302 Engineering Fees $394.75 260073 OTSEGO PRES PARK TESTING Total BRAUN INTERTEC $1,211.75 Unpaid BROCK WHITE CO LLC E 101- 43100 -220 Repair /Maint Supply (GENERAL) $212.02 11488329 NET WHITE BLANKET /SEC STAPLES Total BROCK WHITE CO LLC $212.02 Unpaid . BUSINESS FORMS AND ACCOUNTING E 101- 41600 -201 Office Supplies $146.50 36047 LASER CHECKS Total BUSINESS FORMS AND ACCOUNTING $146.50 _ Unpaid " .. DAVID CASTLE E 250 - 42410 -320 Telephone $60.00 APRIL CELL PHONE Total DAVID CASTLE $60.00 __e D Unpaid ON MASS E 101 -43100 -320 Telephone $60.00 APRIL CELL PHONE Total DON MASS $60.00 '"'i — ' ' W'�V EARL F ANDERSON INC Unpaid R 101 -34301 Street, Sidewalk and Curb Fees $1,043.41 71136 ARBOR CREEK STREET SIGNS R 101 -34301 Street, Sidewalk and Curb Fees $523.36 71137 PLEASANT CREEK Total EARL F ANDERSON INC $1,566.77 Unpaid ,....,-- ECM PUBLISHERS INC E 101- 41400 -350 Print/Binding (GENERAL) $62.55 210872 PUBLIC HEARING E 101 -41400 -350 Print/Binding (GENERAL) $59.08 210873 PUBLIC HEARING E 101- 41400 -350 Print/Binding (GENERAL) $72.98 210874 PUBLIC HEARING E 601- 49400 -350 Print/Binding (GENERAL) $740.18 211086 DRINKING WATER AD E 101 -41400 -350 Print/Binding (GENERAL) $55.60 211087 ORDINANCE 2006 -06 E 101 - 41400 -350 Print/Binding (GENERAL) $97.30 211088 ORDINANCE 2006 -07 E 101 - 43620 -390 Contracted Services $250.75 211159 CLEAN UP DAY AD Total ECM PUBLISHERS INC $1,338.44 Unpaid -- -- FASTEN OMPANY E 250 - 42410 -310 Miscellaneous $159.70 4970 BLDG DEPT VESTS Total FASTENAL COMPANY $159.70 Unpaid - - -- ..... :,..... -- ... MESABI ,,, .- ...-.. ,....�..�..,..�.., .,. .- ..�. -_- E 101-43100-210 Operating Supplies (GENERAL) $385.44 68328 GRADER BLADE FOR 88 GRADER Total H & L MESABI $385.44 Unpaid HALLMAN AN OIL COMPANY , CITY OF OTSEGO 04/27/06 11:41 AM Page 2 *Check Detail Register© APRIL 2006 Check Amt Invoice Comment E 101 - 43100 -210 Operating Supplies (GENERAL) $124.35 179173 RYKOTAC GREASE Total HALLMAN OIL COMPANY $124.35 Unpaid are Yx � HAROLD LEONARD � E 250- 42410 -320 Telephone $60.00 APRIL CELLIPHONE Total HAROLD LEONARD $60.00 Unpaid HYDRO METERING TECHNOLOGY INC E 601 - 49400 -203 Supplies - General $502.45 32737 METERS Total HYDRO METERING TECHNOLOGY INC $502.45 E 250 -42410 -321 Mileage/Travel $31.15 MILEAGE ST CLOUD E 250 - 42410 -321 Mileage/Travel $120.15 MILEAGE BRAINERD /DEERWOOD E 250 - 42410 -320 Telephone $60.00 APRIL CELL PHONE E 250 - 42410 -310 Miscellaneous $9.00 TRUCK WASH Total JOE ABRAHAMSON $220.30 Unpaid JOHNSTON FARGO FARGO E 101 -43100 -392 Culverts $165.93 142338 CULVERTS/BANDS Total JOHNSTON FARGO CULVERT $165.93 Unpaid KNUTSON RICK : E 101 -43100 -320 Telephone $60.00 APRIL CELL PHONE Total KNUTSON RICK $60.00 Unpaid LEAGUE OF MN CITIES E 101 -41400 -310 Miscellaneous $186.50 2006 DIRECTORY E 101- 43100 -360 Education/Training /Conferences $20.00 1- 000025491 LOSS CONTROL WORKSHOP - BRAD E 101 -41400 -360 Education/Training /Conferences $320.00 1- 00025637 MIKE - REGISTRATION Total LEAGUE OF MN CITIES $526.50 Unpaid MARTIES FARM SERVICE INC E 101- 45200 -400 Repairs & Maint Cont (equip) $281.16 313197 4- 50# PREM SUNNY Total MARTIES FARM SERVICE INC $281.16 Unpaid MENARDS E 101 -43100 -220 Repair /Maint Supply (GENERAL) $36.71 52722 GEAR DRIVE HEADS Total MENARDS $36.71 Unpaid ROOFING, SIDING & R 250 -32260 BUILDING PERMITS $50.00 9992 JAMES OVERCHARGE FOR WIND Total MIDWEST ROOFING, SIDING & WIND $50.00 Unpaid _ MINNESOTA LIFE E 101 - 41600 -130 Employer Paid Ins (GENERAL) $4.10 FINANCE,; MAY E 101- 43100 -130 Employer Paid Ins (GENERAL) $111.10 PW - MAY E 250-42410-130 Employer Paid Ins (GENERAL) $32.60 BLDG - MAY E 101 - 41400 -130 Employer Paid Ins (GENERAL) $22.10 ADMIN - MAY Total MINNESOTA LIFE $169.90 Unpaid NORTHLAND TRUST SERVICES, INC. E 375 - 47000 -602 Bond Interest $61,121.88 2005B IMPROVEMENT BOND E 370 - 47000 -602 Bond Interest $202,646.88 2005A SEWER BONDS Total NORTHLAND TRUST SERVICES, INC. $263,768.76 « Unpaid - p �� " �OFFICEMAX �� ~ �� w �� E 101 -41400 -201 Office Supplies $76.47 351501 OFFICE SUPPLIES E 250 -42410 -201 Office Supplies $142.59 351501 OFFICE SUPPLIES CITY OF OTSEGO 04/27/06 11:41 AM Page 3 *Check Detail Register© APRIL 2006 Chec Amt Invoice Comment Total OFFICEMAX $219.06 E 101- 43100 -320 Telephone $60.00 APRIL CELL PHONE Total PAT LAUNDERVILLE $60.00 Unpaid PETER TORRESANI • 101 -45250 -440 Recreation Programming $614.33 EASTER SUPPLIES Total PETER TORRESANI $614.33 Unpaid RANDY'S SANITATION E 101 - 43100 -325 Garbage Service $67.43 GARBAGE SERVICE E 101 -41940 -325 Garbage Service $94.72 GARBAGE SERVICE Total RANDY'S SANITATION $162.15 Unpaid SUPERIOR LAWN E 602 - 49450 -390 Contracted Services $430.90 779 SEWER E 101-41940-390 Contracted Services $1,670.12 779 CITY PROPERTY E 101- 45200 -390 Contracted Services $3,206.93 779 PARKS • E 601 -49400 -390 Contracted Services $430.90 779 WATER Total SUPERIOR LAWN $5,738.85 Unpaid US BANK E 360 - 47000 -602 Bond Interest $181,746.25 33532900- 2003B W /SBOND • E 316 - 47000 -602 Bond Interest $3,760.00 33544600- 2003C CROSSOVER BOND Total US BANK $185,506.25 Unpaidw~'* WRIGHT COU RECORDER nM E 101 -41400 -340 Recording Fees $46.00 ANDERSON - CUP E 101- 41400 -340 Recording Fees $46.00 NELSON - CUP Total WRIGHT COUNTY RECORDER $92.00 10100 BANK OF ELK RIVER $463,811.32 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $10,404.94 203 PARK DEVELOPMENT $1,211.75 250 BUILDING PERMIT FEES $815.19 316 1999 Bituminous Debt Service $3,760.00 360 West W & S Debt Service Fund $181,746.25 370 East Phase III Debt Service $202,646.88 375 WATERFRONT EAST & MISS. SHORES $61,121.88 601 WATER FUND $1,673.53 602 SEWER FUND $430.90 $463,811.32 • • CITY OF OTSEGO 04/26/06 3:43 PM Page 1 • *Check Summary Register© '! APRIL 2006 • Name Check Date Check Amt 10100 BANK OF ELK RIVER ,.. UnPaid ICMA RETIREMENT TRUST $592.31 PPE 4/22 CK DTD 4/26 UnPaid JERRY OLSON $2,450.00 PP 4/10 TO 4/20 49 HRS UnPaid PUBLIC EMPLOYEES RETIREME $3,335.27 PPE 4/22 CK DTD 4/26 Total Checks $6,377.58 FILTER: None • • • • CITY OF OTSEGO 04/26/06 3:43 PM Page 1 *Check Detail Register© APRIL 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER VW, •xte, "'"* Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement S400.00 PPE 4/22 CK DTD 4/26 E 101-41400-121 PERA $192.31 PPE 4/22 CK DTD 4/26 Total ICMA RETIREMENT TRUST $592.31 [, Unpaid JERRY OLSON E 250-42410-390 Contracted Services $2,450.00 PP 4/10 TO 4/20 49 HRS Total JERRY OLSON $2,450.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD • 250-42410-121 PERA $702.57 PPE 4/22 cik DTD 4/26 G 101-21704 PERA $1,595.12 PPE 4/22 CK DTD 4/26 E 101-43100-121 PERA $543.21 PPE 4/22 CK DTD 4/26 E 101-41400-121 PERA $313.18 PPE 4/22 CK DTD 4/26 E 101-41600-121 PERA $181.19 PPE 4/22 CK DTD 4/26 Total PUBLIC EMPLOYEES RETIREMENT FD $3,335.27 10100 BANK OF ELK RIVER $6,377.58 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $3,225.01 250 BUILDING PERMIT FEES $3,152.57 $6,377.58 CITY OF OTSEGO 04/20/06 1:55 PM Page 1 *Check Summary Register© APRIL 2006 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid MN DEPT OF HEALTH $150.00 WATERMAIN - 101/42/37 UnPaid MN POLLUTION CONTROL $240.00 WATERMAIN - 101/42/37 Total Checks $390.00 • FILTER: None • • r. CITY OF OTSEGO 04/20/06 1:56 PM Page 1 *Check Detail Register© APRIL 2006 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid _ > R» MN DEPT OF HEALTH E 441 - 43100 -310 Miscellaneous $150.00 WATERMAIN - 101/42/37 Total MN DEPT OF HEALTH $150.00 Unpaid MN POLLUTION CONTROL � » �� m � * `�� E 444 - 43100 -310 Miscellaneous $240.00 WATERMAIN - 101/42/37 Total MN POLLUTION CONTROL $240.00 • 10100 BANK OF ELK RIVER $390.00 Fund Summary 10100 BANK OF ELK RIVER 441 Otsego City Campus $150.00 444 SE Utilities Project $240.00 $390.00 • • ITEM 5_2 PAY ESTIMATE NO.1 1 ITEM NO. 5. CITY OF OTSEGO KADLER AVENUE FORCEMAIN Project 06 -11 N, 2006 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: KADLER AVENUE FORCEMAIN, COP 06 -11 Pay Estimate No. 1 Contractor: GM Contracting, Inc. Original Contract Amount: $ 325,598.94 Revised By Change Orders Contract Amount: $ 377,377.89 Award Date: March 17, 2006 Substantial Completion Date: May 26, 2006 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: • 1 TOTAL CONTRACT AMOUNTS ACCUMULATED QUANTITIES TO DATE Bid Schedule "A" - Site Construction Quantity • Completed Ite Description this Pay Estimated Quantity Unit Price Extension period Extension 1 Mobilization 1 LS $6,826.24 $6,826.24 0.75 $5,119.68 2 Traffic Control 1 LS $3,173.44 6,173.44 1 $2,380.08 3 Remove Bituminous Pavement 106 SY $10.11 $1,071.66 0 $0.00 4 Sawing Bit Pavement (Full Depth) 120 LF • $4.65 $558.00 0 $0.00 5 Salvage & Reinstall Sign 1 EACH $267.92 $267.92 0 $0.00 6 Granular Fill 150 CY $12.84 $1,926.00 0 $0.00 7 Class 5 Aggregate Base (7") 75 TON $17.20 $1,290.00 16 $280.53 8 Mill Bituminous Surface 13 SY $39.66 $515.58 0 9 Type LV 4 Wearing Course Mixture (B) 25 TON $61.87 $1,546.75 0 $0.00 $0.00 10 Bituminous Material For Tack Coat 5 GAL • $5.16 $25.80 0.00 $0.00 11 _Silt Fence, Type Machine Sliced 600 _ LF $3.P7 $1,962.00_ 150 $490.50 Total Bid Schedule "A" $19,163.39 $8,270.79 ■ 063004PR1PAY ESTIMATE#i PE - 1 PAY ESTIMATE NO.1 ITEM NO. 5. • CITY OF OTSEGO - KADLER AVENUE FORCEMAIN Project 06 -11 ACCUMULATED TOTAL CONTRACT AMOUNTS QUANTITIES TO DATE Bid Schedule "B" - Forcemain . k Quantity Completed this Pay Item # Description Estimated Quantity Unit Price Extension period Extension 12 6" Plastic Pipe Forcemain Installed by Horizontal Directional Drilling - C.O. #1 9340 LF $22.59 $210,990.60 9,431 $213,046.29 13 6" DIP CL 52 Force Main - C.O. #1 260 LF $34.61 $8,998.60 49 $1,678.59 14 4" DIP CL 52 Force Main 120 LF $33.39 4 $4,006.80 8 $250.43 15 DIP Fittings - C.O. #1 1400 LBS $3.55 " $4,970.00 900 $3,195.00 16 6" Gate Valve wNalve Box- C.O. #1 13 EA $1,005.30 . $13,068.90 6 $6,031.80 17 4" Gate Valve w/ Valve Box 3 EA $934.04 $2,802.12 2 $1,868.08 18 Single Air Release/ Vacuum Manhole -10' Build - C.O. #1 3 EA $9,109.78 l $27,329.34 0 $0.00 19 Single Clean Out Manhole -10' Build- C.O. #1 0 EA $8,557.48 $0.00 0 $0.00 20 Dual Air Release/ Vacuum Manhole -10' Build 4 EA $11,281.50 $45,126.00 0 $0.00 21 Dual Clean Out Manhole -10' Build- C.O. #1 0 EA 510,007.14 50.00 0 50.00 22 Vertical Foot Extra Depth 72" Manhole> 10 feet 19 VF 5501.56 , $9,529.64 0 $0.00 Expose Existing 4" and 6" Forcemain Preparation to Insert New DIP and 23 Manholes 5 EA 5919.51 . $4,597.55 0 $0.00 24 Connect to Existing Manhole C.O. #1 1 EA $1,500.00 $1,500.00 1 $1,500.00 25 Single Clean Out Assembly C.O. #1 4 EA 54,755.94 ` $19,023.76 3 $14,267.82 • 26 Dual Clean Out Assembly- C.O. #1 1 EA 56,271.19 56271.19 1 . 56,271.19 0 $0.00 Total Bid Schedule "B" $358,214.50 $248,109.19 Total Contract Amount $377,377.89 • TOTAL USED TO DATE $256,379.98 LESS RETAINAGE 5% • $12,819.00 LESS PREVIOUS PAYMENTS $0.00 $0.00 WE RECOMMEND PARTIAL PAYMENT OF: 5243,560.98 APPROVALS: CONTRACTOR: Certification by Contractor. I certify that all items and amounts are correct for the work completed to date Signed: c '. k ° ,)-"K..g.."-- Title: C,s- -r-i x-- Date: 5" J --9 6 • ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. • HAKANSON AND sop p A AS SSSOOCIATES . Signed f �i.,G�,." - ( - Title: MiG4 Date: U • OWNER: CITY OF OTSEGO Signed: Title: PE Date: • 063004PRIPAY ESTIMATE #1 PE - 2 • I I ITEM 5_3 11 Bonestroo Owner: City of Otsego , 8899 Nashua Ave. NE, Otsego, MN, 55330 -7314 I Date: May 2, 2006 0 Rosene For Period: 3/26/2006 to 4/25/2006 Request No: 14 11 Anderlik & Associates Contractor: Gridor Construction Inc 3990 27th St SE, Buffalo, MN, 55313 Engineers& Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO EAST WASTEWATER TREATMENT FACILITY' BRA FILE NO. 000503 - 04108 -0 SUMMARY 1 Original Contract Amount $ 9,195,300.00 2 Change Order - Addition $ 38,066.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 9,233,366.00 1 5 Value Completed to Date $ 7,686,117.00 6 Material on Hand $ 441,060.00 7 Amount Earned $ 8,127,177.00 8 Less Retainage 0% $ • 0.00 9 Subtotal $ 8,127,177.00 10 Less Amount Paid Previously $ 7,958,859.00 11 Liquidated damages - $ 0.00 • 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 14 $ 168,318.00 Recornmended for Approval by: . BONESTROO, R SENE, ANDERLIK & ASSOCIATES, INC. _ A .1 6--2--tite Approved y Contractor: Approved by Owner: GRIDOR CONSTRUCTION INC CITY OF OTSEGO See attached for signature • Specified Contract Completion Date: Date: June 16, 2005 ■ 50304108RE0 14. xls APPLICA" 1 AND CERTIFICATE OF PAYMENT TO: City of Otsego PROJECT: WTF Phase 3 Expansion APPLICATION NO.: 14 Distribution to: B.R.A.A Otsego, MN PERIOD:Through April 25, 2006 Mike Robertson JOB NO.: 2005 -02 FROM: Gridor Constr., Inc. 3990 27th Street SE Buffalo, MN 55313 APPLICATION FOR PAYM ENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this application for Payments has been completed in accordance with the Contract Documents, that 1.ORIGINAL CONTRACT SUM $9,195,300 all amounts have been paid by the Contractor for Work for which previous 2.Net change by Change Orders $38,066 Certificates for Payment were issued and payments received from the Owner, 3.CONTRACT SUM TO DATE (line 1 +1- 2) $9,233,366 and that current payment shown herein is now due. 4.TOTAL COMPLETED & STORED TO DATE $8,127,177 (column G on G703) CONTRACTOR: Gridor Constr., Inc. 5.RETAINAGE: Note: Securities in Lieu of Retainage a. 0 % of Completed Work 0 (columns D + E on G703) b. 0 % of Stored Material By: Date: Y .2- (columns D + E on G703) 0 Total retainage (Line 5a + 5b or Total in columns I on G703) $0 6.TOTAL EARNED LESS RETAINAGE $8,127,177 7.LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) $7,958,859 CERTIFICATE FOR PAYMENT 8.CURRENT PAYMENT DUE 1 $168,318 9.BALANCE TO FINISH, INCLUDING RETAINAGE AMOUNT CERTIFIED (Line 3 less Line 6) $1.,106,189 CERTIFIED BY: ENGINEER _ By: Date: City of Ots., . F • Phase 3 Expansion Gridor C no. Pay A ,rn #14 B c 0 E F 0 H I Item Scheduled Work Completed Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed 4 Completed To Application (Not In D or E) and Stored (GIC) Flnleh Percent Amount To Date (C-G) D.E. 1 j S Ira s.. 1 r �^`..i : .3� fa "�' EE �" : „, . 1 rAo'eltlza�tc`�?1na�an: BomN''. m ' '��,�� vi��"`.�.�'.��•. �a ,. a ,._>.. ; -. 4 � •,K fit. ` <:� 1.001 Mob4ization,Insurance &Bends 5238,500 5238,500 $236,500 100.0% $0 Subtotal for Mobilization, Insurance, Bonds 9238,500 3238,500 8236.500 100.0% SO y $ a m 4 -, & p'P`v: I '�g�",' . ; , t c ET x'"'a ry . T s a � PMelon�2; � , i �, a. � � 3n :17 � y4 • ..� .id&: ��4a.., - {r�-`� S?r -. � v . r� ... r> v.: s: 2.001 Layout/ Surveying $4,560 4,580 54,560 100.0% $0 2.002 Earthwork $175,603 105,382 $105,362 60.0% $70,241 2.003 Demo Control Building $3,600 2 ,160 , ' •20:00% c A x , :'x$720 52,880 80.0% $720 2.004 Demo • Clarifiers $15,780 4,734 ViAs 140.00% *.1,.a $61312 $11,046 70.0% $4,734 Demo Ditches ' ` a' c r r 7 k ... ¢ 2.005 $25,110 3 ; 7 87 � ;�' 10i0�, /a c. ?:. "$2 $6,278 25.0% $18,832 2.006 Demo - 0d UV Structure $4,750 $0 0.0% $4,750 2.007 Demo - Sludge Thickening Building $23,059 2,306 02,306 'f 10.0% $20,753 2.008 Demo - Misc Structures Piping $4,800 3,840 $3,840 80.0% $960 2.009 Excavation & Backfill - Selector Tank 555,795 39,057 10.00% Na !$5;580 844.637 80.0% $11,158 2.010 Excavation & Backfill • Blower Building $65,022 81,711 $61,771 95.0% $3,251 2.011 Excavation & BacIMtl - 0xidagon Ditches $230,733 $214.582 93.0% $16,151 2.012 Excavation &Backfill - Final Clarifiers $149,238 $141,777 95.0% $7,461 2.013 Excavation &Backfill - UVBuiding $58,159 55,251 $55,251 95.0% $2,908 2.01,1 Excavation & Backfill - Misc Structures $55,153 41,385 $41,365 75.0% $13,788 2 Testing $21,000 19,950 $19,950 95.0% $1,050 2 Outfall Piping $255,820 255,820 $255,820 100.0% $0 2.017 Erosion Control $28,150 28,150 $28,150 100.0% $0 2.018 Site Piping - Labor $491,905 487,310 $467,310 95.0% $24,595 2 Site Piping - Material $704,939 606,248 $92;984 $699,232 99.2% $5,707 2.020 Gravel Road $105,804 $0 0.0% $105,804 2.02'1 Side Walks $18,615 $0 ' 0.0% $18.615 2.022 Landscaping $99,870 $0 0.0% $99,870 2,023 Chain Link Fence $45,997 $0 0.0% $45,997 Subtotal for 1 Division 2 1 $2,643,462 52,058,010.001 815,123 592,984 $2,166,1171 81.94 %1 $477,345 e • Check $2,166,117 check 2 058 010.00 r.,v�• CSC % . F { �. ;r r i y .3 .k t¢�h��ey�,, asc. '�fi '-.S mi - -- - = DWlalo 3rK �a s S tz z tks L E a 3.001 Concrete • Selector Tank $51,900 38,925 25' O / x 1 ;;$12;975 $51,900 100.0% $0 3.002 Concrete - Blower Building 893,600 93,800 $93.600 100.0% $0 3.003 Concrete - Oxidation Diches 81,390,000 1,383,050 $27 $1,383,077 99.5% $6,923 3.004 Concrete • Clarifiers $265,800 265,800 $265,800 100.0% $0 3.005 Concrete - UV Building $56,400 58,400 $56,400 100.0% $0 3.006 Concrete - MiscStructures $63,320_ 80,154 $60,154 95.0% $3,166 4 4 4/27/2006 1 of 5 Pay Application 14.xls City of Otses . F - Phase 3 Expansion Gridor Cc to. Pay A.I. n #14 B • C D E F G H 1 Item Scheduled Work Completed Material Total Percent Balance No. DeecrlpUon of Work Value From Previous This Period Presently Stored Completed + Completed To Application (Not In D or E) and Stored (GIC) Finish Percent Amount To Date (C-G) (D+E +F) 3.007 Pre -Cast Concrete - UV 55,239 5,239 $5.239 100.0% $0 3.008 Pre-Cast Concrete- Blower 59,897 9,897 $9,897 100.0% $0 3.009]Rebar- Selector Tank 518,0201 13.515 r ;4's $25.00% OM $4.505 $18,020 100.0 %I $0 3.010 Reber. Blower Building $31,800 31,800 531,800 100.0% $0 3.011 Rebar • Oxidation Ditches 5470,640 470,840 $470,640 100.0% $0 3.012 Reber - Clarifiers $84.800 84,800 $84,800 100.0% $0 3.013 Rebar - UV Building _ $14,840 14,840 _ _ $14,840 100.0% $0 3.Ot4Lebar - Miss Structures _ $24,8407 24,840 I.... 524,840 100.0% $0 Subtotal for Division 3 52,581,096 52,553,500.001 $17,480 $27 52,571,007 99.61% $10,089 Check $2,571,007 , check ^ •2 553 500.00 z.,. , . 4A- y ,�+ t yr x. r - ° �i ... "aj y �'efi`r1i'ur� - aI`�4'C,. mot'.., . i- 1 ��"l i'$� PU.. ' a' 1"1 i , ",t5 . . , , . ' jfi � a"�fr- ' -�7a£ , DNlelo�i;1!�t�r .M �� c'�'4.w�J`d, &�..t^.MI�IYl7:. .ft9a�ar' �'.�....ai...1> ... v . 4.001 Masonr - UV Building 510.540 10.540 $10,540 100.0% $0 4.002 Masonry • Blower Building _ $12,790 12,790 512,790 100.0% $0 Subtotal for 1Divislon 4 523,330 523,330.00 50 501 $23,3301 100.00 %1 50 Check $23,330 check s.23 33000 «s K < +� :t sTI Sy�yx!px)- Y' +i: &b a ' "e ,? 'r Ww g a e }.. �� g {.ya^,k,, yam+ n % ems' �, g A t '`4. gy .�. "'7� �° ' 7 • F ��N.vY��P"(�' o^r..'isYb''Zi$,'��T�"�u"J' i� �'..H.'Si 1a.'S�.W'CY 1 j .. .. .' rte . '. �' ,N Y".+,a•. ,. DNlatortS'�;�i�. let .t�w� , � ; �r,�' .,e.�n 5.001 Misc Metals/Handrail-Material 5155,82 48,748 ' 1000% Li' `$15583 $54583 $116,914 75.0 538,911 5.002 MiscMetals - Labor $52,156 29,729 X''2 " .iii i00 % fAx g 834.945 67.0% $17,211 Subtotal for (Division 5 5207,981 $76,477.00 520,799 554,583 5151,8591 7342 %1 556,122 Check $151,859 check .76 477.00 pp Y 4,vs l �'d ' r T {IS�>`.Qk_ ' . .wYd ' I: oklalon;�? z� r- w, a;. _u s 1, r c: i �i a�L �uax� ao� u aas'" " t 6.001 Wood Trusses 58,440 8,440 $8,440 100.0% $0 Plastic Fabrications $45,940 39.049 , ' J 00 °/ .. >$2= =•297 $41.346 90.0% $4.594 6.002 _ - 6.003FRPCovers $201,680 100,840 $85,556 $186,396 92.4% $15,284 Subtotal for Division 6 5256,060 5148,329.00 52,297 885,556 5236,182 92.24% 519,878 Check $236,182 check .148 329.00 7.001 Membrane Waterproofing 58,269 _ 8,289 $8,269 100.0% $0 7.002 Bituminous Dampproofmg $4.240 4,240 $4,240 100.0% $0 7.003 Insulation 53,863 3.091 .Max , 19.98°/ 1. ;_'4.,$772 53.863 100.0% $0 7.004 Asphalt Shingles 510.540 10.540 $10,540 100.0% $0 7.005 Sheet Metal/Siding/Flashing 538,350 24928 r-.', 30100 "%o Y n :1$ 11;505 $36,433 95.0% 51,917 7.006 Joint Sealants _ 55,594 ' a' 0 `P�� x!$1;399 51,399 25.0% $4,195 Subtotal for 'Division7 1 870,856 551,068.001 1 513,676 $01 864,7441 91.37 %1 $6,112 Check $64,744 check 551,068.00 • 4/27/2006 2 of 5 Pay Application 14.xls City of Ots. F - Phase 3 Expansion Gridor C .1c. Pay A n #14 B C D E F G H I Item Scheduled Work Completed Material Total Percent Balance No. Description of Work Value From Previous Thle Period Presently Stored Completed Completed To Application (Not In D or E) and Stored (G/C) Finish Percent Amount To Date (C -G) D+E +F ac foxt t , , z »� .e,, ,. "' "Y''' � E ` �'E ,�,�", a . a �c t _� RM6100 B,e,�: e ,a:ro.±r1''� .€os.. '6. ?w�s:..`'1 .�';` , . u �Y�• ��'' *K�,31 .x'(r� .e; �, a wz t 2b ��4 �^:Fuc� 're ,'t�^a��'��'sP� r,�i. ,. �'�`�? «A.. ��5: 8.001 Metal Doors and Fames $4,103 $0 0.0% $4,103 8.002 FRP Doors and Frames $3,868 2,901 $2,901 75.0% $967 8.003 Access Doors $15,230 18682 4krceX :5.00 %cr y ,, i $762 $2,991 $14,415 94.6% $815 8.004 Aluminum Windows $13,315 6,658 3;' z. 40 00% � 7V$65,7 $13,315 100.0% $0 8.005 Finish Hardware $4,335 $0 0.0% $4,335 Subtotal for Division 8 $40,851 $20,221.00 87,419 $2,991 $30,631 74.98% 810,220 Check $30,631 check .20 221.00 alit 9 m x � ,K r s :s wl E r c a . le t# b R Z fi e ° Cl j `" `rs `''s ��' .`�:�i'1�,� � � �� x ''�i�, >'��" ,�iv��'sa:�1':c ' : ° �' . a °.,ai:sw7 *i a;u.' �+xa3� � €5..� �y�. � ,,. ��: _ 9.001 Gypsum Drywal $2,050 $0 0.0% $2,050 9.002 Acoustical Treatment $680 $0 0.0% $680 9.003 Fluid Applied Waterproofing $37,000 $0 0.0% $37,000 9.004 Concrete Floor Sealer $2,600 $0 0.0% $2,600 9.005 Painting $89,8001 40,410 `'i. t�'SAO s „ m° ". x ,� $4 , 49 0 $44,900 50.0% $44,900 Subtotal for Division 9 r: $132,130 $40,410.00 84,490 80 844,900 33.98% $87,230 Check $44,900 check .40 410.00 .� k'7 t a_ nk _ tkr ,{ 4,,` 1 1,`. i "'. . 4, .. .041 Dlvleipml0,., Y � ;�1�, qqyy�� , -"� v.Y'.ci � ' . '�T.- )u .',�Ka .> j rss�� '. a,:bba�... i t.X`:� , �.�'.�.��°.h.>�t 10.001 LouversNents $800 400 f; 4, ,'ri50.O0% t'd ; .a, $400 $800 100.0% $0 10.002 Fire Protection 5500 $0 0.0% $500 Subtotal tor [Division 10 81,300 8400.001 1 $400 $01 58001 61.54 %1 $500 Check $800 4. check .400.00 _ E D `Male "h 1't.��,` .�b +AVS �i .,f4.'' "_+ . s M: tS.au; PALM ff: r n 426.1 °• g d+u EMERF * ., � 1 .4'a','nr4 111& .,.r„s,s"s ai ii? • 11.001 UV Disinfection $162,400 148,160 a g:r � 5.00 ° / x = 0 `` _F ('$8;120 $5,250 $159,530 98.2% $2,870 11.002 Final Clarifiers $193,700 193,700 $193,700 100.0% $0 11.003 Centrifugal Non-Clog Pumps $69,267 69,267 _ $69,267 100.0% $0 11.004 Submersible Centrifiugal Pumps $39,815 $33,614 $33,614 84.4% $6,201 11.005 Progressive CavityPumps $41,300 $35,000 $35,000 84.7% $6.300 11.006 Gravity Belt Thickener $78,730 $0 0.0% - $78,730 11.007 Positive Displacement Blowers $136.400 129,580 x'Z' 3:00"/ ? , . ,?$4;092 $133.672 98.0% $2,728 11.008 Fine Bubble Diffusers $6,300 $5,325 $5,325 84.5% 5975 11.009 Sludge Tank Fine Bubble Aeration System $69,800 858,575. $58,575 83.9% $11,225 11,010 Mechanical Aerators $94,252 0O 00 °h ' 'u 894 2 52 594,252 100.0% $0 11.011 Submersible Tank Mixers 8260,250 104,100 r ur .50.00% 4413O,1Y25 $19,507 $253,732 97.5% $6,518 11.012 SafteyEquipment $7,042 $0 0.0% $7,042 r Subtotal for Division 11 $1,159,256 5642,807.00 1 $236,589 5157,2711 81,036,667 89.43 %1 5122,589 Check 51,036,667 check $642,807.00 4/27/2006 3 of 5 Pay Application 14.xls City of Otsa, F - P hase 3 Expansion Gridor C .1c. Pay A, n #14 B C D E F G 4 H 1 Item Scheduled Work Completed Material Total Percent Balance No. Description of Work Value From Previous Thle Period Presently Stored Completed Completed To Application (Not In 0 or E) and Stored (G /C) Finish Percent Amount To Date (C.G) Ulglal'an+2, . v ;x r '` 'd , " � c ,- a, , ` RI �w rs, I a t c o ,,, x 2T gk� D�E� s � i2d V +z,. t °9 �� • , .o .e r��5�`.r'Un +i:�'��ZT`': x»,lilkVr' .�,��i��.`y,ho'tiAM; 12.001 Laboratory Furniture $6,895 $ 0.0% 56,895 12.002 Furniture r: $9.390 Subtotal for Division 12 $0 .0O% 1 6,285 Subto I 1 $16,285 $0.001 1 so $01 so! o.00 %I $s,z6s Check $0 check .0 .00 &W it) " 4 4 = 47 W f : -IT; t .. ° n L , tti fr ^ ^�.✓ ; sE 7 . y'! E a ', . r Te t =' 7(W,,,4 r4 1§ " r.r s.!` .ra 15 .001 Process Pipe -Material $105,652 63,391 520,941 $84,332 79.8% $21,320 15.002 Process Valves •Material $54,321 27,180 $15,568 542,728 4 78.7% $11,593 15.003 Process Pipe - Labor 566,550 48,586 $54,208 75.0% 519,965 Process Valves - Labor $5,610 51,402 4,208 $4,208 75.0% 15.005 Miss Piping $1,402 $10,460. 4,184 54,184 40.0% 56,276 15.006 Stide /Sluice Gates _ ` % $�' _ $939 1000 / $0 593.960 48,980 ,- x,50.00% W. s 46 ;980 , 100.0% 0° 15.007 Pipe Insulation 511,550 $0 0.0% 511,550 15.008 Plumbing $65,900 51,402 _ _ 951,402 78.0% 514,498 15.009 HVAC $35,890 28,919 a tir ..10:00% s ?;'$3 :589 530,508 85.0% $5,382 Subtotal for Division 15 l ' 1 $449,893 6270,829.001 1 550,569 636,5091 5357,9071 79.55 %1 $91,986 Check $357,907 ��,,yy check .270 829 00 D Iat l8I o'er' { + : - =v3 t ' `'.: ��° L . P 7 °5t �,n 1v 1 r ""T, �„ Te am ��: r ! 'I : ' :ua�.Sc$ -� ��u��i��:`�i�..xz�+Y(a � .. �4�a�.- t'5�"'s;'. ' 3243 ' �� ,��G��i . �&x� �� 1 � `:t .ai� ,:"�^ ,'!§ 16.001 General Conditions - Temp. Demo & Permit 566,400 88,400 16.002 Light Fixtures & BCW $2 566,400 196.0% / $0 9,200 28,032 528,032 96.0% 51,168 16.001 Site Lighting $25,800 $11,139 $11,139 43.2% $14.661 16.002 ASC - Control Panels $133,400 133,400 16.001 Analytical & Pressure Devices 524.450 24,450 $ 100.0% $0 $24,450 100.0% $p 16.002 Computer Hardware, Fiber Optics $16,000 $0 0.0% 516,000 16.003 Labor- Confiuguraton, Programming $130,000 58,500 $58,500 45.0% $71,500 16.004 Control Room Feeders $47,200 47,200 $47,200 100.0% $0 16.005 Control Room Demo,BCW, Devices $41,000 13,530 $10,00 33.0% 16.006 Telephone/Fiber $27,4$0 810,100 10,100 $10,1100 100.0% 16.007 Clarifiers & Convelon of Exist Clarifiers $52,500 52,500 0 , .. .'.00 OkidatJon Ditch`& Slud a Haldin Tanks "' ',- E $52500 1 00.0% $p - r 16.008 9� 8 $118,700 94,980 '('• X10.00% ,.� V$f1;870 16.009 IN Building 5106,830 90.0% $11,870 539,600 30,492 530.492 77.0% 59,108 16.010 Blower Building $57.800 44,508 3` = "° „23.00% i ;513 ",294 16.011 Selector Tank 528,400 $57,8 $ 100.0 % 00 0 16.012 Existing Sludge Thickener Building 584,900 58,410 $U 0.0% $28,400 858,415 90.0% $8,275 16.013 Lift Stations $33,100 24,825 $24,825 * 75.0% 58,275 16.014 Generator $192,000 192,000 $192,000 100.0% 50 16.015 XFMRS/Panels/Disconnecfs/Control Slat $45.750 37,518 $37,516 82.0% $8.234 16.016 Switchgear /ATSlMotor Control Centers 6220.000 220.000 $220,000 100.0% $0 Subtotal for Division 16 1 61,376,300 61,136,821.001 1 625,164 611,1391 61,173,1241 85.24/1 6203,176 Check 51,173,124 check $1,136,821.00 V- 4/27/2006 4 of 5 Pay Application 14.x15 City of Oh f - Phase 3 Expansion Grldor L ■c. Pay a on #14 4 B C 0 E F G H 1 Item Scheduled Work Completed Material Total Percent Balance No. Description of Work Value From Previous This Period Presently Stored Completed Completed To Application (Not In D or E) and Stored. (G!C) Finish Percent Amount To Date (C-G) . Elf ite xrrl v ^ iv � � iMn d' " jq I: ",/� td�r°� . �? I? ' , ,o- aD : §;bi �,. 'v % 'T"R w' sa e ;' g � f a y; ' , via Chul.:.Order, ., ..,. ,. .�4:1n! t{n>w�4:d:: �f3:` Zrttm�, �, �,. l�, t�tliu , *.§..�r�Hur}�ceza.�.a��,rk � urr3�r�a ,aa•ar ��t �S u o..,5f�,� � -f_,sti ,c4'k4r �46,� � 3ta 17.001 RTU Panel Modifications $12,596 12,596 $12,596 100.0% $0 17 UV System Modifications $1,770 1,770 $1,770 100.0% $0 17.003Unforseen Conditions a all Line $14,852 14.852 $14,852 100.0% $0 17.004 Dialer Software 83.646 3,646 $3,646 100.0% $0 17.005 Wedeco Credit - $20,000 - 20,000 - $20,000 100.0% $0 17.006 Relocate Primary Power (Xcel) $3,920 3,920 $3,920 100.0% $0 17.007 MLSS Lift Station Credit - $8,236 -8,238 - $8,236 s 100.0% $0 Subtotal for 'Change Order #1 1 88,548 88,548.001 $0 $01 $8,5481 100.00 %1 60 Check $8,548 check $8,548.00 �) yy e ra. f �]# + -gt ,a n p r : t� 'YTS it��af T 'C 1 ` L A L t� � 24$ 1 L ,, pf 1 9 .Y.> a .. ,•..: :4 0A �... tick, 'ttrF. Fa.' ,,. tJ''aws,: 4 Yl: sm.3.;�m'', 5.�.'��a.,..,..h' ,., tv Chmr ,OYder'1P2�F�'�"'�'Ss.l.'z w, sbT.rDtt.,.`�'_r�" ..d >- �� - -' � D . �4D-r`Eu. & .e s $. }, I1 "N' s 'gin . � "` 18.001 Transformer Relocation $4,167 4,167 $4,167 100.0% $0 18.002 Additional Plantings at Berm $4,687 $0 0.0% $4,657 18.003 Conduit for Furture Meters $6.823 6,823 0 $6,823 100.0% $0 18,004 Aluminum Grating t Post Aeration $12,371 9278 ^ , 25`.00./0 : $3;093 18,005 FRP Framing at UV Disinfection $1 8 1 , 500 100.0 / % $0 l $1,500 1,500 $1,500 100.0% $0 Subtotal for 1Change Order #2 1 829,518 821,768.001 1 $3,093 801 824,8611 84.22 %1 84,657 Check $24,861 check $21,768.00 Grand Total 89,233,366 87,289,018 8397,099 8441,060 8,127,177 88.02% 81,106,189 8441,060 6,127.177 r - _ - - 4 4• 4/27/2006 5 of 5 Pay Application 14.x15 �F Facility - Phase 3 Expansion 4 Otsego .. ty p Grader , Inc. C � , 3980 27th ih Street SE Stored Materials & Eauipment Summary Buffalo, MN 55313 Pay Req. No. 14 • Perlod' 312512006 _ .n .,, ,a.. • . Al fie . - ?i "z, ,;,, _ �';&_� >r; < •. i, Apra 3 .. y' •t ,r "� a r"a ^, 4 xF h F> '^ ' ' x k S { _, _'.G "a- =.W R.1 . _ _ , x, w; ^a, ,p... ;d .t Stio A .` k.• s' w 4 s ... f. v 'k" 6 ' ,.i` •ii'"i^. • '"r ..d. . >. ,...,, : r >- : �.-m.. .: ^..,., � ,,.�, :.., ,�,» ._ ,,. r.. P ..r •� 4., . , v•:'�!•.. �, ,.a ,,n ""'IC • '''''.4 " � •�'e k lad? n o> �Anrount•Ramainin . :Inc ,, �1. rf „ ti n, . ro , „. x i , • 11 : , , rist Om i nstall ed 15- 7otel,irtstalled t _, a . 9 '?"R•"C:?t ��.r�`r'�' . u .5,�. ,ry a�' .. .. _ . ., u , � • 7,. ,. _..,r; RV.. ... -�P aus. ,, , New$t0 a k ._;;. _yy �i, Insta� .. _, ,' .. ,- ,., ..•�: x � , . #4•r.. .:� « . re. .. , :,» :.. �: e 'tors' a: Tota S{. to Date <•,revlots,� ed to - r � 4 P, ,..; - � ,.�.; -$,>✓ �• !.'C egii r s wit .a,'I'z8illl,r.� �:r 44s .�'..., •dw. .,_..,<.Y ., . .,1, 1a. ,,.,.fe �dorlDeaet1- •fb�'. -,k ar 9,M ,._Mt, ,H • � .: `.t4 s + .. `ete r:..:.. ; .r. Siois x _ ., am K: . ?�""�r y .._.� ,t n: o to .,, . ehed �ue a, . &. r,3 � a . , ct , k. .: . *sc� � :..<. . .„ .. , , r i� � w ,r .i� ,a 7 �.. tnbnfha ,,:.., �t .x,. d:. � � r�„ . c 4 :1: 44 0 kemN A ':* C . `, : ,: it - pilepuo N .. :, • �;r vir !I ... ,. oksti t t ,. a ,, .0 . e s ., ,Ao . 404: , o ^s 4:01• a i . . . �. y... ._....,, t . „_� ,.. n. ;c : >.s *.' ,, �. T �, k� x ...,�:t ..,.,�•.,r, ..P.„'� 1 s.• ..fig' ,,� ,i. 'I.�$ u�.. .. �, y.. ta<s,,fi.$:mc�....s�._., .s.... ,..� 4, a ..a � .a.., r z .. �, � rx x�� 3,, • .^ ��a.�a. t � vr:�y� n :�� . �' h k:.�? A��. ,F, -'.a r �4Rre” t�x �» �. ��. sa - a 3,'+'tt'S�:w{�� . , ,s, , .�'��. ir�:,` .�,'r.'�.�"�� , ti ..�= :�'.�..... _ ti,.. �'*a` v� s Grand Totals $9,203,848 $1,938,960 $0 $1,938,960 $1,269,119 $228,781 $1,497,900 $441,060 Mobilization, Insurance &Bonds . —. -- __- - . -- -- - --- -- -- -- - -- -- - -- - -- -- ... ---- -- -- - --- - E238,500 Subtotal for Mobilization, Insurance & Bonds $236,500 .. .. _.. ,.. �.es,r ..... v .•.r,.. ,. ,, x .; :i6:� ,. '..., .. ,. fie• ��, an�� ,,,.•ac:x 7 ?�..- .....�'R � .. ..,r,� ,P�s:,_f`s°`: .�, ... ... . � ... ..... _.:..- r- a ,r.-„ �.. :. :..,.,. .+.._ :r^4'. • ,'',I,tiy ya.. F:. ,�*+� . • 'ga •di" w, :°✓ri.u•:i,.•9',1�'r°° t? ,'3, (: "�..:,r ` SCi,G* , ,a�.� e e"'" �ari�'t' X i',fu r �,r u; ^•a ''-& r +.. '� Dlvlslep2a. k�ti�+ 9' �r,. ?�S*�i�r'ZSC_�an;.ua #, >t'art�ua C�fs.S:n!i«sa ?k±m,:. y�� '��m,rt±s�i?�:�,,,4�a.;ix. *, ,. � :�.. � "' ? s 2.001 Layout/ Surveying _ 84,560 - 2.002 Earthwork 8175,603 2.003 Demo - Control Buillig $3,600 — t 2.004 Demo - Clarifiers $15,780 2.005 Demo - Oxidation Ditches $25,110 2.006 Demo - Old UV Structure $4,750 2.007 Demo - Sludge Thickening Building $23,059 2.008 Demo - Misc Structures Piping $4,800 2.009 Excavation & Backfill - Selector Tank $55,795 2.010 Excavation & Basil • Blower Building $65,022 . 2.011 Excavation & Backfill - Oxidation Ditches $230,733 2.012 Excavation & Backfili- Final Clarifiers $149,238 2.013 Excavation & Backfill - UV Building $58,159 2.014 Excavation & Backfill - Misc Structures $55,153 2.015 Testing $21,000 2.016 Outfall Piping $255,820 2.017 Erosion Control t _ $28,150 _ — 2.018 Site Piping - Labor $491,905 2.019 Site Piping - Material $704,939 8460.280 $460,280 8367,296 $367,296 $92,984 2.020 Gravel Road $105,804 _ 2.021 Side Walks $18,615 2.022 Landscaping 899,870 t. 2.023 Chain Link Fence . $45,997 Subtotal for 'Division2 I 82,643,462 $460,280 1 84$460,280 8367,2961 8367,2961 892.984 _ .. r.. -:, F_ ..:rry..,f7g C.d,.' 0.4,1 zn ...r, k4^ , Vii ,• '... ', V y:. t��r, C� xg >' ,s�.....s��r5rsb .:Ec tar ^'r -a.-} f kr y "S f•„* r x „ y `Irk�1• • -' 7..dta u�'��J�. +�^t��2t : ' �^' t�, �i�x^ r'! ��T...A`•�,ls'>'��.!,�.;f<, ,, �.�:�;�'Y. sn53i, r� •.: i�:�:r " -' ~ ...1�..'t:,.s...�. y Y.0 �..,z� .,. ... .,r - r� , , Division 3� �ir�'+ ��#' !VtFr,,�`�t;:� �!x : * k> , m . '� R.�_. � u � :..tv a. -.,u . �' n � ,a. 3.001 Concrete - Selector Tank $51,900 3.002 Concrete - Blower Building 893,600 3.003 Concrete - Oxidation Riches 81.390,000 _ $5 ^309 $5,309 $5,282 $5,282 827 — 3.004 Concrete - Clarifiers $265,800 _ - - - - 3.005 Concrete - UV BuiMing $56,400 3.006 Concrete - Misc Structures 863.320 3.007 Pre -Cast Concrete - UV $5.239 3.008 Pre-Cast Concrete - Blower $9.897 3.009 Rebar - Selector Tank $18,020 _ "---- � + ' •- 3.010 Rebar - Blower Building ' ' $31,800 _ 3.011.Rebar- Oxidation Ditches $470,640 $242,216 $242,216 8242,216 $242,216 3.012 Rebar- Clarifiers $84,800 852,502 $52,502 $52,502 $52,502 3.013 Rebar • UV Bulkling $14;840 $10,245 $10,245 $10,245 $10,245 3.014 Rebar h&c Structures $24,840 $12,000 $12,000 812,000 $12,000 Subtotal for Division 3 $2,581,096 $322,272 $0 $0 $322,272 $322,24 $0 $322,245 827 .... ••ai" - y i�:ke, ,. "11 .'`io +.'.:..�: ' ; ir ..F el'xrt I ?A 'ySi.d ';^:, �^.;S..,:x ;!. , . � .�:,., -,� , � -: �+. :• S rm 1x -� ,.... �, � . � i' ". �. �s� < ., . t,� �a�t 3ra?x. ir�:,t, ,�*,.: a`, Dfl!is(an.4�k, sx i h ^' n a ;��:5�.0 . �..?.. +.��:- �.. = `kc' i+�� .: ay � :ea:�,.. �, - 4.001 Masonry - UV Building $10,540 _ 4.002 Mason - BlowerBulllim $12,790 .______ _ __ ___ - —_— Subtotal for Division 4 $23.330 4/27/2006 Page 1 of 4 Pay Application 14.xis W 4. 4 Otsego v. fF Facility - Phase 3 Expansion Grid.. Constr., Inc. • . . 4 .... . 3890 27th Street SE . . . t • 2 Stored Materials & F,auloment Summary Buffalo, MN 55313 • • • , • ., . 6 :44zir. Pay Req. No. 14 • Period Ending: 312512006 • W RP1 4' ''KM V..' ' • ' '0 :t,, .:'' 'X'"' r .,44'131:0.L. 1.gr , ' 'i:'4';'? w4q VIrI)*.V2 . 41.31.7, ) ; 6M, !'''•.- PAZ,' ' t..: ...4mi .0 : -1 . ...".A.V::; . ' 1 4,141i*Nrrn #. k ..,,,, o , 1 4- .7., : -.7,.*;.3,05 I .,,,,, ,..a,,,, ',., ,, n. ., _., .... tr a.,,, k ..,t ., i .-.1-_-. ., i , ,, 4.6441. . .1 . API1B41,11 , iy 1:511.0114000101i ; q1,4 ',... , V . !I.'', or„K-',!tft0 ' .K. . Ali 4§•.P !O , , tr.1 , ., .%.z:,- : t.riW ... 'Ma I te ' 0M•,• ' !t - .,- 1 Y ,,7. 4 !.., At:i., g ,,,, -.. 0....4.,---..c:, ' 4W" . I gV11 - 61W..4etliieipistaii6.';‘:3 :g t,K#41.0Ciatwz - 1., lifiedkaiklitc.,4**....41t t ':t14%." . 4 . ‘. tit' 1.14 ,>? ;43W-: it Oa:- .0. iaP - , ..'fir Atli' ..'q1E. ' .-0:: ' -;...ailigta mi :.t, .:::qh..ii'AR J3-...:11emm. •,. g11 9,1h0 .„,,,,;.t..4:4,vv ocooloarott#A1M1 ItiMligtiORSIerANWIMg.::.: :,...,-.7, iiiiii.,,,rivAjl.:-.4S423M&INJETEMUNIMMaiMrifilM.T044,.. att,' ' , ,, . . - ,..M44,f 40 1% , .. 5.001 Misc Metals/Handrail - Material 5155,825 554,583 554,583 $54,583 5.002 Mac Metals - Labor $52,156 Subtotal for Division 5 ,* 5207,981 554,583 554,583 554,583 aitaidraik10144M,,MAtOitittitC11.80_11:Mena..WaSiiiiMM 4ar ',' .i.tv.fnlito .., oml. , :e.441:::ii - ,.,-. i::Y17..:4nosevreottr‘wxtvgioivAostooagolaim , 6.001 Wood Trusses $8,440 6.002 Plastic Fabrications $45,940 6.003 FRP C.overs - $201,680 $174,427 5174.427 . 588,871 $88,871 $85,556 Subtotal for Division 6 5256,060 5174,427 5174,427 588,871 $88,871 585,556 piiiiliatt,AP.4' Mg2i..tigrWittV0:-I.:';, i...Ari,M;!...,,,I01.V441,161::240.52,a..,-, , r ,,tFes4ikkaam ,'^z 'Ari.z 1 ,tir=7 l',M -TValfirt; fr., g fgikrat 2k01,11Z 7,001 Membrane Waterproofing $8,269 7.002 Bituminous Dam- oofing 54.240 7.003 Insulation 53,863 7.004 Asphalt Shingles 510,540 7.005 Sheet Metal/Sidineast_tgi $38,350 7.006 Joint Sealants . 55,594 MINIIIIMItill111111111 111111111.111111111 Subtotal for Division 7 570,856 * - ,. ;,:a1,118 . 8.001 Metal Doors and Frames - $4.103 - - - 8.002 FRP Doors and Frames $3,868 . - - 8.003 Access Doors $15,230 57,991 $7,991 $5,000 ' 55.000 52,991 8.004 Aluminum Windows $13,315 58,089 58,089 $5,662 $2,427 $8,089 8.005 Finish Hardware Subtotal for Division 8 540,851 516,080 516,080 510,662 $2,427 513,089 52,991 0.Nial6W19'.gVODRZSMIT-0:f•-44.VarPVt"WMf:iir.• - 11t03... - iiffig..;:tigali: - .' .. .fAife.kfaViNtats.• '..: .', ;.:.1 9.001 Gypsum Drywall $2,050 9.002 Acoustical Treatment - 5680 - - - - 9.003 Fluid Applied Waterpr 537,000 - ,9.004 Concrete.Roor.Sealer_ - - $2,600 , 9.0052n . $89,800 . - Subtotal for Division 9 4; 5132,130 rilv.iiI000wNrg-*';:-'M.XlolfR*VZ'1;CAp,:V',,Vgtr 7 -,.. '. , '`.1 .. uotoh,: ,.; jr.,4 ,,;., ; ,,* - 1 . 777% , : ,:,;:, :,,47,;.t.7,.;.-,AvvItavcs, jsemsui,,5vw<A,:;goctAwtks,N,Ntv.qc,,i,;:;:v;„; 10.001 LouversNents 5800 10.002 Flre Protection 5500 Subtotal for Division 10 $1,300_ _ - - 13"171i7;r:V4:10, ---4 - 717 ---- ; VafirA ,lillr:'.riigtill# '.• ‘'=. Lit i . .-, -4.”';,1' - iffIWZ:,%X ViKVA*4.04a.er4:,#IMSigOltziii.G;WW:1:&...1.4k 11.001 NV Disinfection 5162,400 5105,000 $105,000 594,500 $5,250 599,750 $5 250 - 11.002 Final Clarifi 700 5165,075 ers $193 5165,075 $165,075 - . _ 5165,075 '- 11.003 Centrifugal Non-Clog Pumps 569,267 565,782 565,782 565,782 $65,782 -- 11.004 Submersible Centrifiugal Pumps 539.815 $33,614 533,614 533,614 11.005 Progressive Cavity Pumps 541,300 535,000 535,000 .. 535,000 4/27/2006 Pogo 2 of 4 Pay Application 14.xls V1, w + Otsego vv rF Facility - Phase 3 Expansion Gridor Constr., Inc. 3990 2719 Street SE Stored Materials & Faulament Summary A euRslo, MN 55313 Pay Req. No. 14 Period Ending: 3/2512006 ,,. ..., _.., ..- . . : .. .. - 7 ,. v . .aR'.p. ,,ci. ,Ai ,:.) t *1. 6t ,.,:tiiiv ;^;5;, v' '< Na'S. 0 r *,. ^ ,ri .- `..�.... , .. �l .�`�...� !„,, l n i .� t� :. .01 ?. .7s f� "t9" .:.� �..a� 3:_ v , « r .T , f . � .p .. y y ..-.. � � q^ +. 6t ..;. .. �p`m t ' .'�� : ttl, 1 ,%� , {+^ :1,, . t.��' @a: ''S'�,l a = , rte, Fin. .�{� : xr.,w A 'a: ., §� ,r . z,. v; =r ', 4,a ,: '. ld,..+..$.+`".'U'' : + ti -�k, . n 9teikd�ih S' at y ;Atonnt:Remal i n : . , ,�'?^ r.' .., :'`3y; -- r,: , ,1 .e .U,: },s•.^., .1 �{x...:,. ° . oo'''''' N � ''.- t cc •., ',fm a ,. re ,. p 1 ,1 0 1i talIfdt' ... 11141 < `' «a e.:+;,. Q- 1 v g ., .: No�.'-4 ...tv?t'. �,.,P •1 on.Wo , m,.. i c,. w. - I t ,�?t k2 ..,,,lend9.e n �W , ..P ,0„ej. , ...? . ,,..P.a ,:etn. 4 , M .,.. .. ,.. 8. >,. ,. „ , y , � € q , 3 , ... .,,� x, ', 'datea rX . >n StolB a `t:ys -;r -: +.aaa-.. p... 1' ''' ?; .L, c d. > y. .a <r: ) „� d° °�'Y,' + } ,r': .yy��, - j : <. a 1,; ., t .. y , . g t 'S, ; z `�:e:txi .ate�, .. s !' , ° +t+.'m , ,�.. , �„ t '"�`S �n r ., r � }'a};.'.. �:' w - .� �'?'', ,.•'�, t�' ,��; " emu• ��S�n ..% ; r �stY §-. 9 � � -r" .�i .'_.,E!'ifi 4� ,, ; s ., *� > . ... ` t� ' ' m ��`'�Y . > �''v, +<::: " ::ta: �« ;�4.r . .ax : A.,... �. asap` 14:a ': �.,a...=i. .. f.�k.5: ..F ,... . �tidSF as. �,. : i1'� 11.006 Gravity Belt Thickener 578,730 11.007 Positive Displacement Blowers 5136.400 _ 11.008 Fine Bubble Diffusers $6.300 $5,325 $5,325 , 55,325 11.009 Sludge Tank Fine Bubble Aeration System _ $69,800 $58,575 $58,575 $58,575 11.010 Mechanical Aerators $94,252 $90.000 - 590,000 590,000 $90,000_ 11.011 Submersible Tank Mb:ers 'ii' 5260,250 - $195,068 $195,068 $78,0Z7 ' $97,534 $175,561 519,507 11.012 Sattey Equipment $7.042 Subtotal for Division 11 $1,159,256 5753,439 5753,439 5403,384 5192,784 5596,168 5157,271 ,,.�,,.„ , , we.. I , =- � $. ,1,..,;: ) ; ; e P,, I . g9 .., ,a`, • , ��y ' 1 :;.. '.. ,' -., R, '4 4. •i •W' r .a.'�..a,. t. a ,: ` x. 4,. -.a +.. {.' k uK..w �.': -f1' �^ Cy .. },. ,. �9 '1R ,. �4s, Ez 9 �, " .ft .' .T� r�. ._r .g •, ? [^'61��':_''t�E.. �SS`k �,- 'nl!;`7 Eu aJ�3Fi�exd ] +r.-.w •2`s!?C.,4.•sI ,te . h.w :<�. ,.:5 .. OIylS10n412',��..x�"9.4� GR,fe r.j1.�Ed,`F!. r.. : .I., Kt?su, '?'�at..�'3v �. .,- 7?r�... ,yffi .. .:'�/�a: �.�,- �.'.F��e,. 1,��.GS�7�x�ii.�,�' �� s� ,. �fi. ' ::i 'i 9 12.001 Laboratory Furniture $6.895 12.002 Fumiture $9,390 _ _ _ Subtotal for Division 12 $16,285 a , , . a,..: e, n .,,r. ¶ 'AVM :' :: .,. ^a5: 'y _ .:. t {: `• Te x5 y e . p a a , .'S ,,t Qlvl sign; l5 iz' r��z1� � �Gr� � " ut��ns�gra3,'�Yu < � 'b' rk ' . v t� ' � :3':w�• �„ ". .. < ' �iw, w�s. 3..+'' i3�' �. 3�g `'�°rL- it�$t�„e <at3 ,�.t'rSµ:�'. � w�.a:,wi,e:k�6 •* �.r��:�`�ol� �.�''�r `�:��b�,akz•EYZ_,1G�z"�'t::�� i.- ;;r'b? 15.001 ProcessPipe - Material $105,652 545,502 $45,502 $24,561 $24.561 $20,941 15.002 ProcessValves - Material 554,321 531,137 $31,137 $15,569 515.569 $15,568 15.003 Process Plpe - Labor 566,550 15.004 Process Valves - Leber $5,610 15.005 Also Piping $10,460 15.006 Stide/Siulce Gates v. 593,960 $67,140 $67,140 $33,570 $33,570. 567,140 — 15.007 Pipe Insulation 511,550 4 15.008 Plumbing 565,900 _ 15.009 HVAC $35,890 _ _ Subtotal for Division 15 $449,893 5143,779. 5143,779 573,700 533,570 5107,270 I 536,509 ,. ..,.. r ^r_ .0 #3' ., r..... ;k a a-3 . �..�a: x, t ro „ 't ." ;! �, �. � � :. 'R 4 t � roa , �t - ". i e`�.'�>,e� t -3s Y.i a ' w "". tt'= k �x n � -e. ,.�., Wvi6lon 18.�.u'"n :,•a..�r'�. u • �a �zwz+'r , ' ,- . a a. ,.r ste'Sa' -'�:.v�,.m��.�i�X�rk f� ... i°, ,r`r'Ye* B #?€ .. . x �, .. v� d - rt'.�u� �-' • .N ..z�i r� ., .. � � .�:�n. .� 1 e, �c ..4S+t v-i . t . -�? ti "l. a r'°� o � e =:r, 16.001 General Conditions - Temp. Demo 8 Permit $66,400 16.002 Ught Fixtures 8 BCW $29,200 16.001 SiteUghttng 525.800 $14,100 514,100 $2,961 $2,961, $11,139, 16.002 ASC - ControlPanels $133,400 — 16.001. Analytical 8 Pressure Devices $24,450 _ 16.002 Computer Hardware, Fiber Optics _ 516,000 16.003 Labor-Confiuguration ,.Programming 5130,000 _ -. 16.004 Control Room Feeders $47,200 16.005 Control Room Demo,BCW, Devices $41,000 16.006 Telephone/Fiber $10,100 16.007 Clarifiers 8 Conversion of Exist Clarifiers , $52,500 16.008 Oxidation Ditch 8 Sludge Holding Tanks 5118.700 _ t, 16.009 UV Building $39,600 16.010 Biower Building $57,800 16.011 Selector Tank $28,400 16.012 Existing Sludge Thickener Building $64,900 16.013 UflStations $33,100 16.014 Generator 5192,000 _ 16.015 XFMRSIPanels/Disconnects/Control Mat 545,750 16.016 SwitchgearlATS /Motor Control Centers $220,000 Subtotal for Division16 51,376.300 $14,100 514,100 $2,961 $2,961 $11,139 4/27/2006 Page 3 of 4 Pay Application 14.xls 4. 4 4. Otsego .. fF Facility - Phase 3 Expansion Brick* Conatr., Inc. — Stored Materials $'Equipment Summary 3990 27th Street 9E Buffalo. MN 55313 Pay Req. No. 14 Period Ending: 3/25/2006 •.y;r.;�.�, -�,... �. ., ;.±. �-r ,'. ,,..> .zae. r: �.. K'..apr,. .., ..... r. .. r,r,„ -..r :. §- `•�".. aq'i"�:. .t a. i:..., - a.. ` : 7Y1 ,. � ..,.:. ,. r. .>•. , [Y d. ,.,..,.. ; ... a„- ....... , . . 6"t ` z"tk7 . . ' ,-4 ..! w.. � 3�'s{ :... «.. 4. •.... .� ..,, r. .b .. ?. �t,,..r .. ��P.. i . : ' "yti .^" ��+.a. " .v �i Y..'�`fs,"1»...0 , tiF.. . , . .�+ F.. , 'P a A „ 1II .... ,... .. .• ..�. 4, •. ,��,��pp �, .: •.�� `�X' ? �r 5 ,., 4 y � 9 . 9 ..e.. �f=•' ^titt�,'.�t^E.,,,: .' . ; -p .. , :. ,. ,. ...y> ?1:d ,v .wu ., :.,,�; 4�. . ... a1'o� St orage : la �s� � �,.cy�, , � e «i ... , r�• ^kJnatelle this TotalInStalled to Amou(;t�Remaiping In �? *. , t 4 + :. ole . , Vin., u p : ie : - u 'S_ endO P,pPi P'pklc ,[or�l7d S£ata b l re00,0 0 etlnstdlle4to date c. �# . x q :. ••czt?e ,, � > P, App1 e �,. . ..,._ -A � � .�-z�,.� s�. �s k.k. .5. � ..�, ,# r�. s. . ,- �tata� , .. +... • s 4 "r .�1 • 7' .., .. y - a ....k. }; i Hlarl 1 ..•,� t i7• ; r,71 " ^i e .t h t date 1 'A R1 [Sgre e 31.14.? r., , 4=•,.. - Ill'' g,, /."�F ?Z'r,Frt" M. 's',.. . ales. a .<�'- �.. ,+. , r w y`- a `yam`..." ya`.�a •' ' , ,p,•q > :r a 6 . k S . „, 9 a ..s `' r� -. r y •,. , ,�'•�„ - -' i'�, � .., � �'� .,:u' � ..e. .. •¢ � . • a .. :� "�?i. °��, "� ... .I•,• 3�..... �a : i ' 4"h �� •`y. '�` • N . 'd �fine�' . ,.f., v,rr.: �• �•e ,..K �c.. �n r• ?xsc,�..2�.,IT �F•t w�� s ?«?.cEdst�.v.., ....�.. .��::.•7.eK 1., m...a. .1 1.x3. w ..� ..,�1�.. ,». .. f ix !•�a- .ci� �ti� �� •�.^'�:.4,: E5 ..�F, �F "x?��rs��.. h'iC �. .K..n ._..,. _.. . �..... ,,. .. .mow ,«-. -� •�•,. . ,,,..... .. v.. � e ,;..: ..•;574 ., �......,� e.: - - .i .;,r• ., ro . k r e a „ .. �., .:. Ch ,.. -v.,�. ..... :.. .� t` :a ....}4 �.., .. r •$. 'n + .. .w-,v: �r-`�i � •Sr� S` r. d ��,�. '"�• �5� �C, zip. enge,Q[ den> 31f."` �c.. �gm•:. A. �. tis_. �^.'` �i. i;. rj? .u,K..:>•`�1.�� . i�6�n.i$os,;.; ,..:.e ..P,,.:. , e ..��r;`•s�h�+,a..+.:.. w., ....a.•w,xN , r- ��az a..:,,�.. ..,ta. ern. n. ��ra5�n ..,:�v�§��..r... ,.-h,M ..,_., r�` ssa .•H.,.t.�.�Et,.�.a��i..:.>'� ... 17:001 RTU Panel Modifications $12,596 17.002 UV System Modifications $1,770 17.003 Unforseen Conditions at Duffel Line $14,852 17.004 Dialer Software $3,646 17.005 Wedeco Credit $20,000 17.008 Relocate Primary Power Veal) r $3,920 17.007 MLSS Lift Station Credit 48.236 _ Subtotal for IChange Order 01 I $8,5481 _ $01 Y I (.. .. ..;, yc....;,.*,„ x, s..4 . � , r;• . : .. ,�. s'•a:Y-' ". %�. .T , : a •.r .' , "§°''� ."''..t.::.o. .. . Change•Order.:82;s. .�L.x�r.�:�l ��n'`t +}� ., ,'�:�.�r= �r'x�`t�. ::`�.'G�.r� :. �# ,„ sa»...e, , .�d. , w r � >:a.. _+�rer' - t,�E�?s>r.. 18.001 Transformer Relocation $4,167 18.002 Additional Plantings at Bann $4,657 18.003 Conduit for Furture Mixers $6,823. 18.004 Aluminum Gratn8 at Post Aeration $12,371 18.005 FRP Framing 81 UV Dlsinfection $1.500 _ Subtotal for Change Order 42 _ $29,518 $0 Grand Totals $9,203,848 $1,938,960 $0 $1,938,960 $1,269,119 $228,781 $1,497,900 $441,060 w w 4/27/2006 Page 4 of 4 9 Pay Application 14.xls 4. M PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO #REF! BRA FILE NO. 000503- 04108 -0 CONTRACTOR GRIDOR CONSTRUCTION INC CHANGE ORDERS No. Date Description Amount 1 6/23/2005 This Change Order needs to provides for additional work on this project. See Change Order. $8,548.00 2 1/12/2006 This Change Order provides for additional work on this project. See Change Order. $29,518.00 G Total Change Orders i $38,066.00 PAYMENT SUMMARY No. From To • Payment Retainage Completed 1 03/01/2005 03/30/05 244,468.00 244,468.00 2 03/31/2005 04/26/05 654,495.00 898,963.00 3 04/27/2005 06/01/05 976,500.00 1,875,463.00 4 06/02/2005 06/25/05 966,705.00 2,842,168.00 5 06/26/2005 07/25/05 680,550.00 ` 3,522,718.00 6 07/26/2005 08/25/05 837,342.00 4,360,060.00 7 08/26/2005 09/25/05 595,813.00 ', 4,955,873.00 8 09/26/2005 10/25/05 836,378.00 5,792,251.00 9 10/26/2005 11/25/05 838,975.00 6,631,226.00 10 11/26/2005 12/25/05 474,785.00 7,106,011.00 11 12/26/2005 01/25/06 219,551.00 7,325,562.00 12 01/26/2006 02/25/06 385,883.00 7,711,445.00 13 02/26/2006 03/25/06 247,414.00 7,958,859.00 14 03/26/2006 04/25/06 168,318.00 8,127,177.00 Material on Hand $441,060.00 , Total Payment to Date I $8,127,177.00 'Original Contract $9,195,300.00 Retainage Pay No. 14 Change Orders $38,066.00 Total Amount Earned $8,127,177.00 Revised Contract $9,233,366.00 503049 08RE Q 14_xls ITEM 7_1 NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. 2'; 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 `ta Telephone: 763.231.2555 Facsimile: 763.231.2561 planners @nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 2 May 2006 RE: Otsego — Nathe 2nd Addition NAC FILE: 176.02 — 06.12 The Planning Commission held a public hearing on 1 May 2006 to consider the application for preliminary and final plat approval of the Nathe 2nd Addition. Ken and Julie Nathe were present to represent the request. There were no public comments. The Planning Commission discussed access to the three proposed lots during construction of the TH 101 / CSAH 39 interchange. MNDoT will be utilizing a portion of the Quantrelle Avenue right -of -way for bypass lanes for northbound TH 101. However, a temporary street to provide continued access to the seasonal RV park at the south end of Quantrelle Avenue will be constructed, that could also serve the proposed Tots. The Planning Commission preferred approval of the plat provided that access to the lots would be provided through the existing 101 Market lot until the TH 101 project is complete. We have added this as a condition of approval. With no further discussion, the Planning Commission closed the public hearing and voted 6 -0 to recommend approval of the application. The application will be considered at the City Council meeting on 8 May 2006 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve the Nathe 2nd Addition Preliminary and!'Final Plat subject to the following conditions: 1. All drainage and utility easement issues are subject to the review and approval of the City Engineer. 2. Development of Lots 1 and 2, Block 1 and Lot 1, Block 2 shall require connection to sanitary sewer and water utilities. Use of temporary facilities for sanitary sewer and water services prior to completion of the pending City construction project shall be subject to approval by the City Engineer. 3. Development of Lots 1 and 2, Block 1 and Lot 1, Block 2 prior to completion of the pending City construction project for Quantrelle Avenue shall be allowed only to 'utilize shared access through Lot 1, Block 1 of the Nathe Addition unless otherwise approved by the City Engineer. 4. Lot 1, Block 2 shall be platted as an outlot unless sufficient area is removed from the floodway to provide for a buildable Jot in accordance with the requirements of the Zoning Ordinance. 5. A park and trail easement extending 20 feet landward of the bluff line from the north plat line to a connection to Quantrelle Avenue shall be provided to the City in satisfaction of park and trail dedication requirements in accordance with the easement agreement of September 2005. 6. The applicant shall enter into a development contract with the City, subject to the review and approval of the City Attorney. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and /or Subdivision Ordinance. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Ken and Julie Nathe 2 CITY OF 05 - 02 - 06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA PRELIMINARY /FINAL PLAT APPLICANT: Ken and Julie Nathe APPLICATION: Request for approval of preliminary and final plat approval for the Nathe 2nd Addition. CITY COUNCIL MEETING: 8 May 2006 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 Outlots A and B, Nathe Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the east Sanitary Sewer District. C. The subject site is zoned PUD, Planned Unit Development District allowing for the same uses as provided for by the B -3 District. D. The planning report dated 25 April 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. E. The engineering memorandum dated 26 April 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc. is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 1 May 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission 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 application is hereby APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. All drainage and utility easement issues are subject to the review and approval of the City Engineer. 2. Development of Lots 1 and 2, Block 1 and Lot 1, Block 2 shall require connection to sanitary sewer and water utilities. Use of temporary facilities for sanitary sewer and water services prior to completion of the pending City construction project shall be subject to approval by the City Engineer. 3. Development of Lots 1 and 2, Block 1 and Lot 1, Block 2 prior to completion of the pending City construction project for Quantrelle Avenue shall be allowed only to utilize shared access through Lot 1, Block 1 of the Nathe Addition unless otherwise approved by the City Engineer. 1 4. Lot 1, Block 2 shall be platted as an outlot unless sufficient area is removed from the floodway to provide for a buildable lot in accordance with the requirements of the Zoning Ordinance. 5. A park and trail easement extending 20 feet landward of the bluff line from the north plat line to a connection to Quantrelle Avenue shall be provided to the City in satisfaction of park and trail dedication requirements in accordance with the easement agreement of September 2005. 6. The applicant shall enter into a development contract with the City,, subject to the review and approval of the City Attorney. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 8 day of May, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 2 !; { Hakanson �® Anderson 3601 Thurston Avenue, Anoka, MN 55303 ASSOC., Inc. 3601 763/427 -5860 Fax: 763/427 -0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ken & Julie Nathe, 101 Market David Hagan, Loucks Associates From: Brent M. Larson Date: April 26, 2006 Re: Nathe 2 Addition — Final Plat We have reviewed the Final Plat, submitted on March 30, 2006, for the above- referenced project and would offer the following comments: 1. Nathe Addition Outlots A and B are being replatted as Nather2 " Addition and agree with the underlying property descriptions though there are a couple of issues that will be resolved during the county plat submittal process. 2. A portion of the site is located within the Floodway of the Mississippi River as determined by NFIP/FEMA. Drainage and utility easement shall be provided over the Floodway areas. 3. Additional areas that are within 100 -yr flood zone, yet outside of the Floodway, may require a Letter of Map Revision (LOMR) from FEMA if fill is proposed to raise said areas above the 100 -yr flood elevation. 4. It appears that Lot 1, Block 2 will not be a buildable lot due tb the Floodway. \\HaO 1 \Shared Docs\Municipal\Aotsego22xx\ 2500 \2006 \ot2500Nathe2ndrvwl .doc ITEM 7_2 NAC. ,\ NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners(cvnacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 2 May 2006 RE: Otsego — Boulder Creek NAC FILE: 176.02 — 06.02 • The Planning Commission opened a public hearing on 20 March 2006, which was continued to 3 April 2006) to consider the applications related to the Boulder Creek development. John Jackels of Emmerich Development and Mike Gair of MFRA were present to represent the application. Comments at the public hearing focused on the compatibility of the 'development with surrounding uses. Residents from Pheasant Ridge or neighborhoods north of 78 Street were pleased that mainly single family units were to be constructed in the north - northwest portion of the project. Residents of the exception parcels along the north side of CSAH 37 were concerned about immediate compatibility with adjacent townhomes and future development options for their properties in terms of access and right -of- way /setback requirements for CSAH 37. The Planning Commission discussion focused on the overall balance of housing types within the project, the site design for the Hans Hagen row townhomes with unique alley access and other issues raised by City staff. The applications were tabled at the Planning Commission meetings on 10 April 2006 and again at the 17 April 2006 meeting to allow the developer to provide revised plans. A revised site plan dated 24 April 2006 was submitted and found by City staff and the Planning Commission to address all of the significant issues. The Planning Commission voted 6 -0 to recommend approval of the Zoning Map amendment and PUD- CUP /preliminary plat for Boulder Creek as set forth below. The City Council will consider the applications at their meeting on 8 May 2006 at 6:30PM. POSSIBLE ACTIONS Decision 1 - Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A -1 District to R -6 District and R -7 District based on a finding that;the action is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the following provisions of the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Decision 2 — PUD- CUP /Preliminary Plat A. Motion to approve a PUD- CUP /Preliminary Plat for Boulder Creek, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2. The preliminary plat shall be developed in phases not to exceed final platting of more than 140 Tots or unit Tots within a calendar year. When Tess than the allowed number of Tots or unit Tots are final platted within a calendar year, the unallocated Tots or unit lots may be rolled forward into subsequent years. The phasing plan shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. All single family Tots shall conform to the lot area and width requirements standard requirements of the R -5 District except: a. Lots 404 to 438 and 700 to 727 shall be exempt from the lot area and width requirements of the R -5 District. b. Lots 524 to 565 and 591 to 596 shall be exempt from the lot area requirements of the R -5 District. 4. All single family Tots shall be subject to the following setbacks: Setbacks Type o 78 St./ Side Rear CSAH 37 Front Interior Corner 1 Alley Lot 65ft. 25ft. 7ft. 25ft. 25ft. 2 i Other lot 1 65ft. 1 30ft. 1 7ft. 30ft. :20ft. a. A 35' front yard setback shall be required where a front accessed attached garage projects closer to the front lot line more than five (5) feet from the front building line of the dwelling unit. b. Except for yards abutting 70 or 78 Streets, the same setback as required for a front yard shall apply to a side yard abutting a street of a corner lot or the rear yard of a double frontage lot. 5. All townhouse buildings shall conform following setbacks: CSAH 37 Other Street Between Private Drives R -O -W Bldgs. To Garage Face 65ft. 25ft. 20ft. 23ft. 6. All plantings installed within public rights -of -way shall be maintained by the abutting property or a homeowners association. 7. Single family lot lines, unit lot lines and base lot lines shall be final platted to follow the boundary between ISD 728 and ISD 885, as may be amended. 8. The site plan is revised such that the bump -out parking bay along Streets D and Q are extended to within 30 feet of a street intersection, subject to approval of the City Engineer. 9. All 26 foot wide private drives must be revised to be 28 feet wide consistent with the Engineering Manual. 10. The Sharper and Novak -Fleck building plans shall be revised consistent with the illustrations submitted by the developer and an option for outdoor patio provided for each unit adjacent to the front entrance, subject to review and approval of City staff. 11. Park and trail dedication shall be satisfied by dedication to the City of Outlots D, E, F, and G with the only the net area of these parcels credited towards the required land dedication. Any unment portion of the required land dedication shall be satisfied as a proportional cash fee in lieu of land, minus any credits due for construction of trails or other improvements, paid at final plat approval for each phase based on the current fee in effect at that time. The developer shall identify the net area of the land proposed to be dedicated to the City and provide a cost estimate for improvements to be installed or constructed within the parcels to be dedicated. 12. Outlots A, B and C shall be dedicated to the City for stormwater area charge credits as approved by the City Council. 3 13. The grading plan, erosion control issues, drainage and utility easements and utility plans shall be subject to review and approval by the City Engineer. 14. The developer shall enter into an agreement with the City for construction of a traffic signal at CSAH 37 and Quaday Avenue as required by Wright County in relation to the project. 15. A revised preliminary plat, landscape plan, utility plan and grading plan consistent with the site plan dated 24 April 2006 shall be submitted and is subject to review and approval of City staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and Engineering Manual. c. 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E ,..5 .,, ,..'„),) - ; • :41; li5; i....1, .. - 1 "--- i ,',...: 'f• "-='-':'..''' ,V .,/1 r.4-fie ; ,,,,;, ;/L' r.. -- .. : - ..1.11 1-• „ i - VP'..'1 ; ''''tj r": nti --- -- ' — :Al: 1 „ , , • \ ,•-•,,./ F.11 .•; i :-.. , 4,1ir i• ' Ii 1 , E i g Z i - ej •-. i R, f.1 q in , . CITY OF 05 -02 -06 OTSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP AMENDMENT APPLICANT: 37, Inc. APPLICATION: Request for a Zoning Map amendment rezoning land included as part of the Boulder Creek Preliminary Plat. CITY COUNCIL MEETING: 8 May 2006 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 subject site is guided by the Comprehensive Plan for low to medium density residential and medium to high density residential land uses within the East Sanitary Sewer Service District.. C. The subject site is zoned A -1, Agriculture Rural Service District. The applicant is requesting a Zoning Map amendment to rezone the subject site to R -5, Residential Single and Two Family District, R -6, Medium Density Residential District and R -7 High Density Residential District. D. Consideration of the application is to be based upon (but not limited to) the criteria established by 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: The subject site is within the east sanitary sewer service district and urban services are accessible to the property. The Comprehensive Plan guides approximately 155 acres of west and north portions of the subject site for low to medium density residential uses, which is defined to be primarily small urban sized single family lots with opportunity for townhouse units limited to those dwellings having not more than two common walls per unit. The uses shown within the area designated for low to medium density uses are consistent with this definition. Approximately 67 acres of the eastern portion of the subject site is guided for medium to high density residential land used to consist of row and quad -type townhouse buildings. Based on three to six dwelling units per acre allowed areas guided for low to medium density land use and up to 12 dwelling unit per acre allowed in areas guided for medium to high density residential land use, a total of 1,731 dwelling units could be proposed within the preliminary plat, subject to further limitation by physical conditions and the City's development regulations. With approximately 670 dwellings on 221 gross acres of land, the density of the proposed preliminary plat is a relatively !ow 3.0 dwelling units per acre and well within the allowances of the Comprehensive Plan. 1 The ratio of single family to townhouse units is approximately 43 percent to 57 percent. Although townhouse units are the majority of the housing proposed within the preliminary plat, these numbers are off -set by lands guided exclusively for single family neighborhoods to the west of the subject site and in the Southeast Area of the City towards meeting the City's goal of 70 percent of the overall housing stock within the sewer districts being single family dwellings. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The subject site is surrounded by the following existing/planned uses: Direction Land Use Plan Zoning Map Existing Use North LD Residential R -6 District Detached townhomes R -4 District Single Family, East L -MD Residential A -1 District Undeveloped; South LD Residential A -1 District Agriculture LD -LL Residential West LD Residential A -1 District Rural Residential Undeveloped,. • Urban uses are generally to the north- northwest of the subject site within the first subdivisions developed in the City with sewer and water services. We anticipate potential concerns about the compatibility of the quad townhouse units in the northwest corner of the preliminary plat in relation to the detached townhomes to the north within Pheasant Ridge. First, the buildings within the abutting subdivisions are more than 70 feet apart across a protected wetland. Second, the layout of the two abutting subdivisions is such that there is one fewer dwelling unit within the preliminary plat across from the lots in Pheasant Ridge. Third„ the separation between the quad buildings due to the private driveways is such that there is more visual open space between buildings than looking at the rear of the detached; townhomes. As such, City staff recommends that the preliminary plat is compatible with existing and future land uses surrounding the subject site, including specifically the detached townhouse uses within Pheasant Ridge. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed preliminary plat will conform to all applicable performance standards established by the Zoning Ordinance, Subdivision Ordinance and Engineering Manual, except for those flexibilities specifically approved as part of the requested PUD -CUP. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed preliminary plat represents ongoing development of the designated urban service area occurring consistent with established growth' management policies and development regulations meaning that no negative impacts resulting from the project 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: A traffic analysis prepared as part of the mandatory EAW finds that adequate capacity exists in the planned major collector and minor arteriarstreets abutting the subject site to accommodate traffic generated. The preliminary plat must be revised to provide for75 feet of right -of -way for the north half of CSAH 37as required by the Northeast Wright County Transportation Plan, which has been adopted by reference as part of the City's 2 Comprehensive Plan. Without dedication of the right -of -way necessary for future upgrade of CSAH 37 to accommodate regional traffic and traffic generated by local development including the proposed preliminary plat, approval of the applications is premature. 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 within the designated urban service area and will be developed in phases in accordance with the City's established growth management policies such that necessary services and facilities can be provided in an efficient and fiscally responsible manner in accordance with the Comprehensive Plan and applicable development regulations. E. The planning reports dated 29 March 2006, 12 April 2006 and 26 April 2006 prepared by the City Planner, Northwest Associated Consultants, Inc., are incorporated herein. F. The engineering reviews 15 March 2006, 29 March 2006 and 26 April 2006 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission opened a public hearing at their regular meeting on 20 March 2006 February 2006 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was continued to 3 April 2006. Upon review of additional information and public corn ments, the public hearing was closed on 3 April 2006 and the Planni ng Commission tabled the request to receive additional information at a future meeting. H. The Planning Commission considered the application again at their, meeting 17 April 2006 and 1 May 2006 and after conti nued discussion recommended by a∎6 -0 vote that the City Council approve the request based on the aforementi oned findings, DECISION: Based on the foregoing information and applicable ordinances, the requested application is hereby APPROVED. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 3 ADOPTED by the Otsego City Council this 8`h day of May, 2006. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator /City Clerk 4 ORDINANCE NO.: 2006 -09 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE BOULDER CREEK PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY' ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning ;Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A. Section 2. The portion of the property described by Exhibit B is hereby rezoned from A -1, Agriculture Rural Service District to R -5, Residential Single and Two Family District. Section 3. The portion of the property described by Exhibit C is hereby rezoned from A -1, Agriculture Rural Service District to R -6, Residential Medium Density District. Section 4. The portion of the property described by Exhibit D is hereby rezoned from A -1, Agriculture Rural Service District to R -7, Residential High Density District. Section 5. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 6. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. MOTION BY: SECOND BY: 'ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 8th day of Mayl, 2006. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator /City Clerk Review No. 3 ENGINEERING REVIEW Hakanson Residential Subdivision 7 Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney John Jackels, 37, Inc. • Brian J. Krystofiak, P.E. Pioneer Engineering Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Benjamin S. Nelson, E.I.T. Brent M. Larson Date: April 26, 2006 Proposed Development: Boulder Creek Development Street Location A portion of the Section 27, T121, R23. 221± acres, south of 78 Street, west of Odean Avenue, and north of C.S.A.H. 37. Applicant: John Jackels 1 Developer: 37, Inc. 1875 Station Parkway NE Andover, MN 55304 (763) 755 -6554 Owners of Record: Emmerich Development Purpose: Boulder Creek Development is a proposed 290 single - family residential homes and 372 multi - family units development on 221± acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. a Jurisdictional City of Otsego, Wright County, P Minnesota Department of Agencies: Natural Resources, Minnesota Pollution Control Agency, (but not limited to) Minnesota Health Department City of Otsego, Wright County Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2281 \ot2281- RVW3.doc TABLE OF CONTENTS INFORMATION AVAILABLE SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY EXISTING CONDITIONS TRAFFIC /ACCESS ISSUE PRELIMINARY PLAT PRELIMINARY SITE PLAN PRELIMINARY UTILITY PLAN SANITARY SEWER SYSTEM WATER SYSTEM STORM SEWER SYSTEM STREETS DETAILS PRELIMINARY GRADING PLAN SURFACE WATER MANAGEMENT WETLANDS ENVIRONMENTAL SUMMARY AND /OR RECOMMENDATION \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2281 \ot2281- RVW3.doc INFORMATION AVAILABLE Preliminary Plat of Boulder Creek Development of Otsego, 3/24/06, by Pioneer Engineering Existing Condition Plan for Boulder Creek Development of Otsego, 3/24/06, by Pioneer Engineering Preliminary Site Grading Plan for Boulder Creek Development of Otsego, 3/24/06, by Pioneer Engineering Preliminary Utility Plan for Boulder Creek Development of Otsego, 3/24/06, by Pioneer Engineering Preliminary Site Plan for Boulder Creek Development of Otsego, 4/25/06, by Pioneer Engineering Preliminary Storm Sewer Design Calculations, 2/21/06, by Pioneer Engineering Preliminary Storm Water Management Plan for Boulder Creek Development of Otsego, February 28, 2006, by 37, Inc. Environmental Assessment Worksheet for Boulder Creek Development of Otsego, February 28, 2006, by Pinnacle Engineering Wetland Delineation Report, 9/19/03, by Kjolhaug Environmental Services Company, Inc. Geotechnical Report for Boulder Creek Development of Otsego, 2/15/06, by STS Consultants, LTD. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 \ \Ha01 \Shared Docs \Municipal Aotsego22xx \2281 \ot2281- RVW3.doc SUBDIVISION CONFIGURATION, LOT SIZE, DENSITY 1. A 25' building setbacks along alleys, local, and collector streets is proposed. A minimum of 35' is required. 2. Alleys are proposed along the rear lot lines of many of the single- family lots. A setback of 23' is proposed along the alleys. City zoning ordinance does not permit alleys within residential areas. (21- 7 -8.E) City standard required minimum setback is 35'. 3. The minimum side yard setback required is 10'. (20- 67 -6.B) 4. Street F and it's cul -de -sac have been eliminated. The elimination of Street F produces an interim cul -de -sac on Street E in excess of the maximum allowed 500 feet. We suggest connecting Street E and Street 0 along the west property line to loop the two streets. EXISTING CONDITIONS 1. Provide all utility information (size, type, invert elevations, etc.) for all utilities within 150' of the boundary line. (i.e. intersection of Quaker Avenue NE and Quaday Avenue NE and the south & east plat lines of Pheasant Ridge 8 Addition). TRAFFIC /ACCESS ISSUE 1. Access to the plat is being provided off of C.S.A.H. 37, Quaday Avenue NE, 78 Street NE, and 76 Street NE. 2. Streets A & B have center medians proposed. They are not per city standards and will require city approval. 3. Alleys are proposed to serve as access to the single - family lots between Streets C & B, and Streets A & M. Alleys are prohibited in residential areas. (21- 7 -8.E) PRELIMINARY PLAT 1. A revised site plan has been submitted 4/25/06 but we have not received a revised preliminary plat. 2. Outlots A, B, and C have existing drainage and utility easements over them. Outlots in town homes areas will require drainage and utility, easements to cover utilities and streets. Easements are also required over all ponds, wetlands, and creeks up to the 100 -year high water levels. Please show/label all easements. \ \Ha01 \Shared Docs \MunicipalWotsego22xx \2281 \ot2281- RVW3.doc 3. All sidewalks and bike paths shall be covered by a permanent easement. 4. The R.O.W. along C.S.A.H. 37 is subject setbacks, om the R.O.W. plan submitted 4/25/06 depicts 75' o R.O.W. with 65' along C.S.A.H. 37. 5. A 25' building setbacks along alleys, local, and collector streets is proposed. A minimum of 35' is required. 6. Streets shall be named in accordance to the Wright County grid, naming system. 7. Depict the easements and setbacks associated with the ponds and wetlands. Please verify that the proposed lots are not inside wetland setbacks. 8. Depict any shoreland overlay district boundaries. Lefebvre Creek shall be covered by a 100' easement centered on the creek or an easement to the 100 -year HWL, which ever is greater. 9. Mitigated wetland areas need to be shown on the plat. (north half of Outlot G) PRELIMINARY SITE PLAN 1. Street F and it's cul -de -sac have been eliminated. The elimination of Street F produces an interim cul -de -sac on Street E in excess of the maximum allowed 500 feet. We suggest connecting Street E and Street 0 along the west property line to loop the two streets. 2. The sidewalk along Street G shall be switched to the opposite site of the road to limit the number of street crossings. PRELIMINARY UTILITY PLAN 1. A revised site plan has been submitted 4/24/06 but we have not received revised utility plans. SANITARY SEWER SYSTEM 1. All sanitary sewer pipes shall be placed at appropriate grades so as not to exceed a flow velocity of 15 fps. It appears that drop structures will be required for the sanitary sewer along Street `B" and Street "K ". 2. The connection to the existing sanitary sewer manhole at the intersection of Street "B" and Quaday Avenue shall be made within 2' of the existing downstream invert to avoid the need of drop manhole at the connection. This will require the invert of the upstream manhole to be lowered. \ \Ha01 \Shared Docs \Municipal\gotsego22xx \2281 \ot2281- RVW3.doc 3. The detail for the multi - family area (row townhome neighborhood) depicts 4' horizontal separation between the storm sewer and sanitary sewer under the driveways. A minimum of 10' of horizontal separation is required. 4. The sanitary sewer shall be stubbed to the west under the required street connection to serve the property west of Street G and south of Lefebvre Creek. 5. An existing 70' -8" SDR 26 PVC stub with an invert elevation of 848.78 has been provided out of the existing sanitary sewer manhole at the intersection of Street A and 78 Street. This stub shall be used to avoid the need for boring and jacking under 78 Street to make a connection. WATER DISTRIBUTION SYSTEM 1. Hydrant coverage is insufficient. Maximum hydrant spacing shall be 300' (150' radius) for commercial, industrial, or multi- family residential areas and 500' (250' radius) for single family residential areas. 2. The method of connecting to the existing watermain shall be called out. A wet tap connection shall be made if a connection is made where there is no stub provided. 3. Additional valves are required at many watermain tees and cross locations throughout the project. 4. The watermain serving the multi - family homes in the southwest corner of the development shall be looped. 5. The 12" DIP watermain at the south end of Street A shall be connected to the west property line just north of C.S.A.H. 37. 6. The geotechnical report identifies a ground water elevation in the range of 868- 871. Plugs are required on all hydrants below the ground water elevation. STORM SEWER SYSTEM 1. The NWL, 2 -Year, 10 -Year, and 100 -Year HWL shall be shown for all proposed and existing sedimentation ponds, wetlands, and Lefebvre Creek. 2. A drainage and utility easement will be required over all the treatment ponds, storm sewer outside of ROW, wetlands, and drainage swales. 3. The location of the low point and the catch basins along Street 33 do not agree. \1Ha01 \Shared Docs \Municipal\Aotsego22xx \2281 \ot2281- RVW3.doc STREETS 1. Any alleys permitted shall have a right -of -way width of at least,24'. (21- 7 -8.B) 2. The street intersections shall eets shall radius be no less than 30 feet than 20 feet. Radii to arterial and collector and 50 feet for all streets to C.S.A.H. 37. 3. A temporary cul -de -sac is required on the west end of Street O and Street E. All temporary cul -de -sacs shall be covered by a temporary easement. Please submit the easement documents to be filed with the Final Plat. The interim cul -de -sac on Street E in excess of the maximum allowed 500 feet. We suggest connecting Street E and Street 0 along the west property line to loop the two streets. 4. It appears that cross gutters will be required at many of the private drive intersections. Provide intersection details and/or spot elevations to depict the intended direction of street runoff at the intersections. Intersections with grades of less than 1.0% over bituminous surfaces will require cross gutters. 5. B618 curb and gutter is required for all multi - family areas and along all single - family lots being served by alleys. DETAILS 1. Street sections have been selected based on a geotechnical engineer recommended R -value of 50. Though all street section details agree with the City of Otsego's typical section used for a 9 Ton residential street, it is unclear which street section is to be used for which street. Please clarify. 2. The house grading elevation "key" detail shall call out a lowest opening elevation. 3. The setbacks called out in the individual details for each type' of building do not agree with the setbacks on plans, City Standards, or the preliminary plat. PRELIMINARY GRADING PLAN 1. A revised site plan has been submitted 4/25/06 but we have not received revised utility plans. 2. The NWL, 2 -Year, 10 -Year, and 100 -Year HWL shall be shown for all sedimentation basins. 3. The soil borings shall be shown on the plan. (21- 6- 2.B.8.) 4. Some of the spot elevations depict a crown in the private 'streets and driveways and others indicate a cross slope. Please clarify. \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2281 \ot2281- RVW3.doc 5. A minimum 1.5' of freeboard is required from all calculated 100 -year HWL's or emergency overflows for non - calculated areas. 6. Please depict all easements and setbacks for ponds, wetlands, and Lefebvre Creek. 7. For Street L and Street N, the difference in elevation at the eastend of the road and the existing ground elevation just offsite is approximately 10'. This appears to be strictly done for the type of building pad (walkout). Making a future connection to Street L and Street N to require an extensive fill on the within Boulder property as well as at the eastern end lots of Street L and Street N w Creek. Please revise to more closely match the existing offsite ground. 8. Permission from the adjacent property owner is required to extend any grading onto the adjacent property at the north end of Street Q. SURFACE WATER MANAGEMENT 1. There is a low area to the west of Lot 533 that currently has a natural overland outlet to the creek that will be cut off by this development. An outlet for this low area shall be provided. 2. The 100 -year HWL of the ponds and wetland along the creek shall be no less than the 100 -year HWL of the creek. 3. The hydrology and storm sewer design is still under review. WETLANDS 1. Wright Soil and Water Conservation District, has identified more wetland area and requests that these wetlands be mapped. 2. Wetlands must be mitigated at 2:1. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site is required. (21-6 - 2.B.10) SUMMARY AND /OR RECOMMENDATION We recommend approval contingent upon the above comments. \ \Ha01 \Shared Docs \Municipal\Aotsego22xx \2281 \ot2281- RVW3.doc ITEM 7_3 NAC,, N;ORTHWEST A,SSOC1ATE C_ON,SU L INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 IC Telephone: 763.231.2555 Facsimile: 763.231.2561 planners @nacplanning.com PLANNING REPORT TO: Otsego Mayor and City Council FROM: Laurie Shives / Daniel Licht RE: Otsego — Crimson Ponds West 2nd Addition; Final Plat REPORT DATE: 6 February 2006 ACTION DATE: 31 March 2006 NAC FILE: 176.02 — 06.04 CITY FILE: 2006 - 04 BACKGROUND Backes Companies, Inc. is requesting final plat approval for the 2nd Addition of the Crimson Ponds West subdivision located approximately one half mile north of 70 Street and east of Odean Avenue. The proposed second phase will include 56 single family lots within the middle portion of the 95 acre parcel. The remaining western section of the development will be platted as an outlot. The subject site is guided for low density residential ' development by the Comprehensive Plan within the East Sanitary Sewer District. A rezoning from A -1, Agricultural District to R -4, Residential -Urban Single Family District was approved by the City Council on 9 May 2005 in conjunction with approval of the preliminary plat. Exhibits: A. Site Location B. Preliminary Plat C. Final Plat ANALYSIS Zoning. The subject site is zoned R -4, Residential Urban Single Family District to allow for the proposed single family homes at urban densities, served by sanitary sewer and water utilities. The Comprehensive Plan calls for a maximum density of 3.0 units per acres for the subject site. The proposed plat will have a density of 1.9 dwelling units per acre at total build out, therefore being consistent with the future land use plan for the area. Access. The subject site abuts Odean Avenue on its west line and 78 / 75 Street extends east -west along the southern plat line. Odean Avenue and 78 Street (to be extended as 75 Street west of Padget Avenue) are both designated collector streets by the Transportation Plan, subject to direct lot access prohibitions and intersection spacing requirements. All intersections to these roadways are placed at least 500 feet apart as required by Section 21 -7 -7.N of the Subdivision Ordinance. Streets. Extension of 75 78 Street will be designed as an MSA collector street consistent with existing 78 Street having an 80 foot right -of -way and 46 foot wide surface with an eight foot wide bituminous trail along the north side. Local streets within the neighborhood will be within a 60 foot right -of -way and have a 28 foot wide section and shall have a five foot concrete sidewalk on one side, which has been located as to minimize pedestrian street crossings. Sidewalks have been provided along one side of all interior local streets within the proposed subdivision, as required. All street designs and street names are subject to review and approval by the City Engineer. Blocks. Section 21 -7 -3 of the Subdivision Ordinance limits block length to not more than 1,200 feet unless dictated by natural features or the design of adjacent subdivisions to encourage circulation and access within and between neighborhoods. The proposed final plat does not contain any blocks in excess of 1,200 feet in length. Lot Requirements. The following table illustrates the lot requirements of the R -4 District. Setbacks Lot Lot Lot Front Side Rear Wetland Area Width Depth Side Corner Collector Local Street Street 12 , 000sf. 75ft. 100ft. 65ft. 35ft. 1 Oft. 35ft 20ft. 40ft. The proposed final plat is consistent with the R -4 District requirements, as well as the previously approved preliminary plat. Landscape Plan /Bufferyard. Section 20- 16 -7.D of the Zoning Ordinance requires installation of a landscape bufferyard in the side or rear yard of lots abutting a designated collector street such as 75 /78 Street. The applicant submitted a landscape plan compliant with the design requirements of Section 20- 16 -91D.3 and Section 20- 16 -7.D of the Zoning Ordinance as a part of the phase one final plat. Park and Trail Dedication. Section 21 -7 -18.1 establishes that.the City may require up to 10 percent of the gross area of a parcel proposed for development at less than four 2 dwelling units per acre. Based on the 97.5 acre area of the subject site, the City may require dedication of up to 9.7 acres of land for park purposes. The developer dedicated a 4.1 acre parcel for a neighborhood park as a part of the phase one final plat. Unmet portion of the park dedication requirements must be satisfied as a proportional cash fee in lieu of land paid at the time of final plat approval. Since the applicant is proposing to final plat another 56 units (or approximately 30 percent) of the proposed total development of 182 single family lots, the park dedication fee in lieu of land is equivalent to 30 percent of the total dedication`remaining after subtracting the 4.1 acres of land and cash fee in lieu of land dedicated with the phase one final plat. Cash Fee x Remaining Dedication = Required Fee /Lot x No. of Lots = Payment ($2,932 /dwelling) x 57.7% = $1,691.76 /dwelling x 56 Tots = $94,738.56 Easements. The final plat illustrates drainage and utility easements over all proposed stormwater drainage ponds and at the perimeter of each lot as required by Section 21- 7-15 of the Subdivision Ordinance. However, the final plat does not illustrate a drainage and utility easement over all of Outlots A as required. Prior to recording, the final plat must be revised to show this designation. All easements are subject to review and approval of the City Engineer. Grading, Drainage and Utilities. The grading, drainage and utility plans were submitted with the preliminary plat and are subject to the review and approval of the City Engineer. Utilities must be extended through the subject site to provide for future connections for lands to the north, west and south as determined by the City Engineer. Sewer Capacity. There is currently no available sewer capacity in the East Waste Water Treatment Plant to serve additional residential dwellings (RECs), however, the City Council has authorized an expansion of the plant that will provide additional capacity to serve new residential developments including the subject development. Development Contract. The applicant is required to enter into a development agreement with the City and pay all applicable fees and securities upon approval of a final plat. The development contract is subject to review and approval of the City Attorney. CONCLUSIONS /RECOMMENDATION The proposed plans for Crimson Ponds West 2nd Addition final plat are consistent with the approved preliminary plat, thus our office recommends approval, subject to the conditions as follows. 1. All construction plans (grading, streets, utilities, etc.) are subject to the review and approval of the City Engineer. 3 2. The applicant shall pay a cash fee of $94,738.56 to satisfy park and trail dedication requirements for the Crimson Ponds West 2nd Addition final plat. 4. Outlot A shall be overlaid with a drainage and utility easement, subject to approval of the City Engineer. 5. The applicant shall execute a development contract with the City prior to consideration of a final plat by the City Council specifying all conditions of approval, applicable fees and required securities, subject to review and approval of the City Attorney. 6. Comments of other City Staff. B. Motion to deny the application based on a finding that it isi inconsistent with the provisions of the Subdivision Ordinance. C. Motion to table. c. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Dennis Backes, applicant Jeff Shopek, Loucks McLagen Dave Hagen, Loucks McLagen Bill Sharbono, Loucks McLagen 4 .Atiiiik p CITY OF ,0-1,1 OTSEGO dill/., r. ; f . �m ti • —_ — — `}- ig - `�'� • � ' =1 , ► 1.� � �� ° °° �.,, t" ON THE GREAT RIVER ROAD dhis -- '411111111111 B\ i r -da` 1_ �, ! H \ ! III it ► w yifin lnik ' � i. - 11 1111" /, fG'i� ■� ■■ ` I"�1�' '.��II ��;� I I � e I I� •� • i � , In1� � WI� �YIY lc ,1111'.• F4111 I! .111 E / \ / �I � � !YY ' —W1.� n � 'a��l r �� 11 a J 1 ■ ■ �� rill '•i � 1 � � 111 ;�t _ '�11\\. ` . ►': �li °� NAC , 1 ■MrL� l„1�!�11 ■ .��. i ■te a...= iii111 IJ 0 1 �Wi ?I /II - -_' 1ll 7 IUll ' _n �rnuY --L" 11iffu j(I -■■ r1� ■ ■ ■ � I ■11 � ��III'I .� y1W nW1� at • . .. ! 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M 11111111111E 11111111111111111111 i II s s ` . riil q ��l ac ..a`wa ay.. —,11.47 ram Imo. ■ �� :. ■ .■ � ■ i li l'_r E SITE LOCATION C�„ ��I IIBII 11 j! 1.:.• .iitili ! s �� c l l ■�� i lk � - l ,.._,: � � � � �� - 1.1 II � � /n►r. ....� I 3inmn ldr .►A�i� ..oNl 3 N�� Ilf i 1 ■ i E ' iI ti � �1.� \ii` s. �\ � 'r9 � e 1 �� 11i1W -� I \ \ MEE ,fir r 4' ■�' . ��• t � �� ' Ihial- ir i l - p 7 ' - ' 57-4 ,41 . • -- ' 1 0 - ' 11 .1.•6="0 - 7,07.0,, - ,4111/1111E—"MIP11111- ■101101111 I ilk a AIM ` ► \■ ■� 4 `1 ■ ■ ■ ■ / "' 11 U :� IL, Ill '' _` . \ it 1 '� �1 omi ltr i lm In mirAn k -o ...4.4 1 11.1:,,,,qmo ,:' • 1► , r s t �� d ! i 0 0.5 1 2 Miles A 74. i ^ � � 1 � / --lilur 1 inch equals 1 mile Nod' 1■'' Illy rn X 1 NORTH CO Review No. 2 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc, [nc by Hakanson Anderson Associates, Inc. Submitted to: Jeff Shopek, P.E., Loucks McLagan cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Dennis Backes, Backes Companies Dave Hagen, Loucks McLagan Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, P.E. Brent M. Larson Benjamin S. Nelson, E.I.T. Date: April 26, 2006 Proposed Development: Crimson Ponds West 2 °d Addition Street Location of Property: W ' /2 of SW '/a of NW 1/4 of S27 and S %z of,NE 1 /4 of S28, T121, R23. 27 ± Acres east of Odean Avenue NE within the middle portion of the 95 acre Crimson Ponds Plat. Applicant: Backes Companies 7026 Brooklyn Boulevard Brooklyn Center, MN 55429 Developer: Backes Companies Owners of Record: Backes Companies Purpose: Crimson Ponds West is a proposed 56 lot single- family residential development on 27± acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural' Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. • Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) • _-r--_ �— 1 , I I . r te - - — - — i CRIMSON PONDS . 1 r 1 "" _ — . WEST -- I ` .. • \ \ I /,.. , l 1 i.. ill `. ! „ „ _\ :ILIA— ” " " " "" \ \ : ',i t? i r ;l: • li 11 III tU ill . I 1 f l' ... -. - ..� " " - � � , • \ ,-,.. I j :i il% III .. ..jil 1 i1i I ii it j l j i l ' 1 . f I 1. • m I wv m...o. � � .._.._.._.._.._.. J L.._.._.._.._.._.. 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TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET OVERALL PLAN SANITARY SEWER AND WATERMAIN PLANS STREET PLANS AND PROFILES STORM SEWER PLANS AND PROFILES DETAILS GRADING, DRAINAGE & EROSION CONTROL PLAN STORM SEWER AND INLET SPREAD CALCULATIONS HYDROLOGY SUMMARY AND /OR RECOMMENDATION \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2313 \ot2313RVW2.doc INFORMATION AVAILABLE Preliminary Sketch Plan of Crimson Ponds Existing Conditions of Crimson Ponds West, revised 9/19/05, by Loucks McLagan Preliminary Plat of Crimson Ponds West, sent 4/27/05, by Loucks McLagan Preliminary Utility Plan for Crimson Ponds West, 3/11/05, by Loucks McLagan Preliminary Grading, Drainage & Erosion Control Plan for Crimson Ponds West, 3/11/05, by Loucks McLagan Grading Plans for Crimson Ponds West, revised 4/12/06 revision, by Loucks Associates Final Plat for Crimson Ponds West 2nd Addition, sent 1/30/06, by Loucks Associates Construction Plans for Crimson Ponds West 2nd Addition, 3/31/06 revision, by Loucks Associates Grading Plans for Crimson Ponds West 2nd Addition, 3/31/06 revision, by Loucks Associates Hydrology Report for Crimson Ponds West, 2/1/06 revision, by Loucks Associates Storm Sewer Design for Crimson Ponds West, 2/1/06 revision, by Loucks Associates Grading and Utility Specifications for Crimson Ponds West, received 9/15/05, by Loucks Associates Geotechnical Report for Crimson Ponds West, prepared 12/1/97, by GME Consultants, Inc. Wetland Delineation Report for Crimson Ponds North & West, 3/14/05, by Kjolhaug Environmental Services Company, Inc. City of Otsego Engineering Manual Trunk Stormwater Facilities Study for Portions of Lefebvre Watershed, March 1999 City of Otsego Zoning and Subdivision Ordinances, October 14, 2002 National Wetland Inventory Map, 1991 \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2313 \ot23133R9 2.d 6 FINAL PLAT 1. Resubmit for review. Comments from our February 22, 2005 review have not been addressed. CONSTRUCTION PLANS COVER SHEET (SHEET CO -1) 1. No comments. OVERALL PLAN (SHEET C4 -0) 1. 75 Street NE, west of 76 Lane NE, is going to be constructed by the City of Otsego at a later date. Please note this on the plans. The sanitary sewer, watermain, and storm sewer along 75 Street to this point will still be constructed with Crimson Ponds 2 " Addition. SANITARY SEWER AND WATERMAIN PLANS (SHEETS C4 -1 to C4 -6) 1. Sheet C4 -1 & C4 -3, the rim elevation of SAMH 11 does not agree with the separate profiles on the two sheets. 2. Sheet C4 -2, the 12" butterfly valve east of the intersection of 77 th Street and Ogden Avenue was eliminated. A 12" B.V. is required east of the 12" x 8" tee at this intersection. 3. Sheet C4 -2, the 12" butterfly valve east of the service to Lot 2, Block 1 is mislabeled as a 12" G.V. Please revise. 4. Sheet C4 -2, the rim elevation of SAMH 3 does not agree with the centerline elevation on Sheet C5 -3 but does agree with the centerline elevation on Sheet C5 -7. Please review and revise. 5. Sheet C4 -3, the information for SAMH 17 has been cut off. 6. Sheet C4 -4 & C4 -6, the rim elevation of SAMH 8 does n view and re ent e. rline elevations found on street profile sheet C5-5 or C5-7. Pl 7. Sheet C4 -4, the rim elevation of SAMH 7 does not agree with the centerline elevation found on the street profile sheet C5 -5. Please revise. 8. Sheet C4 -5, it appears that insulation is depicted over the water and sanitary sewer services to Lot 1, Block 6 in the plan view. Please label the quantity of insulation required. 9. Sheet C4 -5, the invert of the 18" storm sewer crossing south of SAMH 19 is incorrect. The invert of the storm sewer at this crossing is approximately 905.64. It appears that insulation will be required between the storm sewer crossing and the watermain. Please depict and label the insulation between watermain and storm sewer crossing in the profile if less than 24" of separation is to be provided. \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2313 \ot23133R9 2 of 6 10. Sheet C4 -6, the insulation at the storm sewer and watermain crossing at approximate station 5 +90 shall be shown and labeled in the profile. The storm sewer invert at this crossing is incorrect. Please revise. 11. Sheet C4 -6, Ogren Avenue NE is mislabeled 76 Lane. Please revise. 12. Sheet C4 -6, the rim elevations of SAMH 10, SAMH 8, and SAMH'9 does not agree with the centerline elevations of 920.22, 923.02, and 922.67 respectively, found on sheet C5 -7. STREET PLANS & PROFILES (SHEET C5 -1 to C5 -7) 1. 75 Street NE, west of 76 Lane NE, is going to be constructed by the City of Otsego at a later date. Please note this on the plans. The sanitary sewer, watermain, and storm sewer along 75 Street to this point will still be constructed with Crimson Ponds 2nd Addition. 2. Sheet C5 -1, 76 Lane NE is mislabeled 76 Court NE. 3. Sheet C5 -1 & C5 -2, the centerline of 75 Street NE is not depicted in the plan view. 4. Sheet C5 -1 & C5 -4, the centerline- centerline elevation at the intersection of 75 Street and 76 Lane does not agree between the separate sheets. The elevation is 885.43 on Sheet C5 - and Sheet C5 -4 has an elevation of 885.11. 5. Sheet C5 -1 & C5 -6, the centerline- centerline elevation at the intersection of 75 Street and Ogren Avenue NE does not agree between the separate sheets. The elevation is 917.87 on Sheet C5 -1 and Sheet C5 -6 has an elevation of 917.97. 6. Sheet C5 -3 & Sheet C5 -7, the centerline- centerline elevation at the intersection of 77 Street and Ogden Avenue does not agree between the separate sheets. The elevation is 921.00 on Sheet C5 -3 and Sheet C5 -7 has an elevation of 921.41. STORM SEWER PLAN & PROFILES (SHEETS C6 -1 to C6 -7) 1. All Sheets, many of the storm sewer rim elevations do not agree with the centerline elevations found in sheets C5 -1 through C5 -7. Including the 2" required sump from the flow line of the gutter, the rim elevations shall be approximately 0.68' below the adjacent centerline elevation for catch basins along 75 Street NE and approximately 0.59' below the adjacent centerline elevation for catch basins along all other streets. Please review and revise all catch basin rim elevations. 2. Sheet C6 -1 & C6 -2, 75 Street NE, west of 76 Lane NE, is going to be constructed by the City of Otsego at a later date. Storm sewer CB 44 to CBMH 46 will have to be installed by the city when the remainder of 75 Street NE is constructed. 3. Sheet C6 -1, the proposed finished ground profile over the storm sewer pipe from CBMH 38 to Ex. CBMH 34 does not appear to be correct. The minimum 2.0' of cover over the storm sewer is currently not being provided over the 21" pipe from CBMH 41 to Ex. CBMH 34. 4110 We suggest that CBMH 34 (1 Addition) be revised to lower the north invert of the 30" pipe out of the structure to 875.40. The west invert of the 21" pipe shall be lowered to 876.00. The east invert of the 21" pipe out of CBMH 41 should also be lowered to provide 2' of cover \ \Ha01 \Shared Docs\ Municipal \Aotsego23xx\2313 \ot23133Rg 3 .d of 6 over the pipe from CBMH 41 to CBMH 34. This should solve any cover problems and the lack of 0.8 diameter points fall across CBMH 34 from the 21" pipe to the pipe. 4. Sheet C6 -2, the invert and location of the watermain crossing between CB 48 and CBMH 49 is incorrect. The invert of the watermain crossing is approximately'908.8 and should be shown closer to CB 48. 5. Sheet C6 -2, the invert and location of the watermain crossing between CBMH 47 and STMH 220 is incorrect. The invert of the watermain crossing is approximately 909.5 and should be located above the stone sewer. 6. Sheet C6 -2, the casting for STMH 220 shall be NEENAH type R- 1642. 7. Sheet C6 -2, the rim elevation of OCS 50 should be 913.96 and the length of the inlet pipe should be 29' in order to agree with the detail on Sheet C9 -2. 8. Sheet C6 -3, all flared end sections shall 24" and larger shall have trash guards. (Example FES 74 & FES Q) 9. Sheet C6 -3, STMH 59A shall have a NEENAH type R -1642 type casting. Remove CBMH 44 from the storm sewer schedule, as it is not shown on this sheet. I . 10. Sheet C6 -3, many of the watermain and sanitary sewer crossing inverts called out are incorrect. Please revise the inverts and depicted locations in the profiles. (Examples, the invert of the watermain crossing between CB 71 and CBMH 72 is approximately 913.0, the invert of the sanitary sewer crossing between CBMH 60 and CBMH 59 is approximately 906.72.) 11. Sheet C6 -3, the watermain crossing between CB 64 and CBMH 63 is missing. 12. Sheet C6 -4, CBMH 36C is mislabeled CBMH 36A in the plan and profile. Please revise. 13. Sheet C6 -4, structure CB 36E shall be a 2' x 3' catch basin. 14. Sheet C6 -4, CBMH 36C and CBMH 22B shall have NEENAH R -4342 type castings. 15. Sheet C6 -4, the rim elevation of 906.00 for CBMH 36C does not agree with the elevation called of 905.5 out on the grading plans. Please revise. 16. Sheet C6 -4, the elevation of the watermain crossing between CB 22D and CBMH 22C is incorrect. The invert of the watermain crossing is approximately 902.3. Revise the depicted location of the watermain and sanitary sewer crossings in the profile. 17. Sheet C6 -4, the invert and location of the sanitary sewer crossing between CB 36E and CBMH 36D is incorrect. The invert of the sanitary sewer crossing is approximately 903.2. 18. Sheet C6 -5 & C6 -6, CBMH 65, CB 65A, CBMH 56, and CB 51 shall have a NEENAH type • R -4342 type casting. \ \Ha01 \Shared Docs \Municipal\Aotsego23xx \2313 \ot23133R9 4 .d of 6 UTILITY DETAILS (SHEETS C9-1 to C9-3) 1. The 8" orifice for OCS 50 and 10" orifice for OCS 62 are both mislabeled 7" orifices. GRADING, DRAINAGE & EROSION CONTROL PLANS (SHEET C3 -1) 1. Please clean up the grading plans and remove or move the overtyping. Currently removed much of the inormation is difficult to read. The horizontal curve information may grading plans to help remove the clutter. 2. A legend is needed for the different line types. 3. Depict the required drainage and utility easement over the storm sewer through the rear yards of Lots 4 -1, Block 1. line or cover this swale Block 2 on the rear lot 4. Center the swale in the rear yard of Lot 14, with a drainage and utility easement. 5. The contours along the southeast end of 76 Lane NE do not agree with the alignment of the street. Please revise and verify the centerline elevations. 6. We have previously asked the contours around CBMH 22B and CBMH 36C in the rear yards of Block 1 and 2 be revised to "catch" the runoff around the catch basins. This has been done but the contours further down the swale continue to depict a ridge'in the middle of the swale. Please revise. 7. The front lot corner between Lots 1 & 2, Block 6 is incorrect and is higher than the E.O.F. of 917.0 between these lots. Please revise. 8. The front lot corner elevations of Lot 5, Block 3 are incorrect. These elevations have been corrected with the Crimson Ponds West 1 Addition grading plans. 9. The elevation at the northwest corner of Lot 6, Block 4 does not agree with the contours. Please revise. 10. The rear lot corner elevation between Lots 11 & 12, Block 2 does not agree with the contours. 11. The both front lot corner elevations of Lot 3, Block 4 do not agree with the contours. 12. The rear lot corner elevation between Lots 12 & 13, Block 4 does not agree with the contours. 13. The garage and lowest opening elevations for Lot 15, Block 4 do not agree with the contours. STORM SEWER AND INLET SPREAD CALCULATIONS 1. The areas depicted for each catch basin on the drainage area map varies from the areas used in the calculations for many structures. Please submit a revised drainage area map. We have received revised storm sewer calculations with 1st Additions last submittal, but they did not include a revised map. \ \Ha01 \Shared Docs\ Municipal \Aotsego23xx\2313 \ot2313 g 5 6 • 2. Structure MH 59A is a manhole and therefore shall have not area flowing to it. 3. The pipe from CBMH 61 to CBMH 60 is only an 18" pipe in the construction plans. The storm sewer calculations have this as a 24" pipe. and construction plans shall be capacity at the proposed grade. The storms s ewer calculations revised. 4. CB 70 has been eliminated from the construction and CB 22D The FES 74 flows to CBMH 73 m ust be properly distributed between CB The storm sewer calculations must be revised to reflect these changes. HYDR OLOGY REPORT 1. The hydrology report for Crimson Ponds 2 Addition has been submitted and found acceptable with Crimson Ponds 1 Addition. SUMMARY AND /OR RECOMMENDATION Revise and resubmit for review. \ \Ha01 \Shared Docs\MunicipahAotsego23xx\2313\ot2313RVW2.doc Page 6 6 ITEM 8_1 RESOLUTION NO. 2006 -34 RESOLUTION REVOKING MUNICIPAL STATE AID STREETS WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described should be revoked as a Municipal State Aid Street under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Otsego that the road described as follows, to -wit: 70 Street NE from CSAH #19 to Maciver Avenue Maciver Avenue NE from CSAH 37 to 70 Street NE be, and hereby revoked as a Municipal State Aid Street of said City subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the revocation of said road or portion thereof, as a Municipal State Aid Street of the City of Otsego, which was numbered and known as Municipal State Aid Street, 217 -111 (70 Street) and 217 -112 (Maciver Avenue). ADOPTED , 2006 Motioned By: Seconded By: All in Favor: Those Opposed: Larry Fournier (Mayor) Judy Hudson (City Clerk) ot315RES3 RESOLUTION NO.: 2006-35 RESOLUTION ESTABLISHING MUNICIPAL STATE AID STREETS WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described should be designated Municipal State Aid Street under the provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council pf the City of Otsego that the road described as follows, to -wit: Maciver Avenue NE from 85 Street NE to CSAH 39 NE be, and hereby established, located, and designated a Municipal State Aid Street of said City subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner :of Transportation for his consideration, and that upon her approval of the designation of said road or portion thereof, that same be constructed, improved and maintained as a Municipal State Aid Street of the City of Otsego, to be numbered and known as Municipal State Aid Street, 217 -112 (Maciver Avenue). ADOPTED , 2006 Motioned By: Seconded By: All in Favor: Those Opposed: Larry Fournier (Mayo`r) Judy Hudson (City Clerk) { ot315RES2 • • • • • • • 1 1 1 1 1 1 ; 1 1 3I/ . 1 ' RENE • Nploric-2 - - Imirmit ak, ti , : 'm Pe istdA ne__,' ...12 _E _ reP - ' 411... _ ar/%1111111.1111 MI '— 11 iliWI,Mi. =; - lb.,., ...._. 1 ipp .91 mm ' ig , Ilk Ill NB 1.40- . P 4" ' : V 111111M 1\VIIK„ 11, ' 11•111 4,,67,..,r,i* I . . , _ _,D MEPRE II "Lfitatiiii. let - 's"- '' , --. 'r - . --- • ' - 11 xi 100,, .::: vmmirtititieseno;p10-- ,.:::::,........,• . . : wer .-z:rs-,- EN - , , L. , ,1,11,,, ,,,,,... /. ol...01-711,1211'''' I -- - - I • wrillipimideou .., , ilk.. _ ___, _ L ii - -,---- irt 7,1,; 11 - "" r - Mk" - IE' _ rismarit„ L.:kJ...1:i. -- .... f l r op.'.., .. 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F Si %\ L . 11111= 1 p IngAilawkft-imils *Ili =man . „„,.,16, - vir 1 mi wipi iinewt ..--,--ai - ......„ . -1 - - 7 — 1 . 1 %14 MriWill B po • ., - , -11-.111Miral=f ._,:..ffrZ ' ..e. j! • . . - i 1 1 _ opp• IffiErAIMEr2 RT 0. 107 - AMPE4174,1 , ..•.% p- 44111111. 1111. ------,,sit v QUA6A AVENU9 Aral01011111/ i ll .8 41111 , • ii __ . a , '''''n''',-II''-,=,■INW•MNIriMiillg= v .."... - ... -11111•11 11111. 1 " .1 rXil" H - ..,liviplite . - 402 1114 I= .111 0 . 7 1 '‘-'-'C‘17:LIMI MIIIIZIV z 1 1 1,11 11 ..1 1 211 . r17- 1 1 ''''' i' - - - ' ga 0 dEl_1•110.b, 1,Illuill/ 0 ilii ' • - i ' : 111 . 0 ,IIMIEViaralnaiinek 1 il : 1 1 ! lail fa • . . , / ' 111-ii - ,_-• ...., ... . - i), I I 2=11111/ ill 1 di 1 di 11111 ,i I gji i 1 1 m 11,1 -7 a ,,,,,11 Iii5i11011111 in g.g•E A •,,, " *I atimore•I 1 ' hi ' 1 1 -,- 11 -riiii 1 1 III IN pi 1., t z it zil ;z; G " till 1 I I E E 1 G611§6iii ; g 6666 61116S61 TITO I T121 1 ITEM 8_2 Hakanson 30 Anderson 3601 Thurston Avenue, Anoka, MN 55303 Assoc Inc. Phone: 763/427 5860 Fax: 763/427-0520 _ K MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Bob Fields, LandCor John Brickley, LandCor Truc D. Ho, P.E., Metro Land Surveying & Engineering From: Ronald J. Wagner, PE Date: June 30, 2005 Re: Otsego Waterfront East Outlot L — Building B We have reviewed the Construction plans, dated 6/29/05, for the above- referenced project and would offer the following comments: Cover Sheet — Sheet 1 1. No comments. Site Plan — Sheet 2 1. A 5' wide sidewalk must be provided along both sides of Quantrelle Avenue NE for safe pedestrian travel to and from their vehicles. (The sidewalk is shown along the north and west side of Quantrelle Avenue NE, but not along the south and east side.) The sidewalk shall be located as far from the curb as - possible to promote pedestrian safety and provide space for the installation of street signs. 2. The entrance to the parking lot does not facilitate a WB 40 semi-truck. We recommend re- aligning the curb line along the west side of the entrance. (See redlined plans.) \\Ha01 \Shared Docs\Municipal\Aotsego22xx \2500 \ot2500bldgbrvw2.doc Page2of2 Grading Plan — Sheet 3 1. Cross sections of the sidewalk along the north and east sides of Building B must be included in the plans. 2. We recommend including the triangular piece of property at the entrance under the drainage and utility easement to cover overland flow from Outlot M in a 100 - year event. (See redlined plans.) Standard Details — Sheet 5 1. The detail for a typical commercial concrete driveway must be revised to show, "24' MAX — UNLESS APPROVED BY THE CITY ENGINEER." We recommend approval contingent on the above comments being addressed. Resubmittal is required for approval. Hakanson Anderson Assoc., Inc. \\Ha01\Shared Docs\Municipal\Aotsego22xx \2500 \ot2500b1dgbrvw2.doc Tip Hakanson Anderson 3601 Thurston Avenue, Anoka, MN 55303 3® P hone: 763/427 -5860 Fax: 763/427 -0520 Assoc., Inc. MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Bob Fields, LandCor John Brickley, LandCor Truc D. Ho, P.E., Metro Land Surveying & Engineering From: Ronald J. Wagner, PE Date: June 2, 2005 Re: Otsego Waterfront East Outlot L — Building B We have reviewed the Construction plans, dated 4/20/05, for the above- referenced project and would offer the following comments: Cover Sheet — Sheet 1 1. No comments. Site Plan — Sheet 2 1. A 5' wide sidewalk must be provided along both sides of Quantrelle Avenue NE for safe pedestrian travel to and from their vehicles. 2. 2 truck loading/unloading berths must be provided for any commercial building - over 10,000 SF. 3. The location for trash collection and storage must be shown on the plans. 4. The proposed parking stall dimensions do not meet city standards. See comments on the set of redlines we have provided. 5. The entrance onto Quantrelle Avenue NE must be realigned, along with the entrance to Outlot K. \\Ha01 \Shared Docs\Municipal\Aotsego22xx \2500 \ot2500bldgbrvwl.doc Page 2 of 2 6. The sidewalk adjacent to parking stalls that allow for vehicles to overhang the curb, must be widened to 7' to allow for safe pedestrian travel. 7. The entrance to the parking lot does not facilitate a WB 40 semi- truck. 8. At the west end of the parking lot, an additional section of pavement must be built to allow for vehicle flow from aisle to aisle. Grading Plan — Sheet 3 1. A detail showing the landscape plans for the sidewalk north of Building B must be included in the plans. 2. A drainage and utility easement must be provided for cross drainage from Outlot M to Outlot K. Utility Plans — Sheet 4 1. All existing and proposed utilities within 150' of the project site must be shown and labeled on plans. 2. CBMH -23 must have 0.80' of fall from the SW invert to the NE invert. 3. FES -25 should be relabeled STMH -25. 4. FES -26 should be relabeled CBMH -26. 5. The grade between `FES -25' and TES-26' does not agree with the corresponding invert elevations. 6. FES -27 should be relabeled CBMH -27. Standard Details — Sheet 5 1. Must include a detail for the standard 48" diameter storm manhole, City of Otsego Standard Plate #406. 2. The detail for a typical commercial concrete driveway must be revised to show, "24' MAX — UNLESS APPROVED BY THE CITY ENGINEER." We recommend approval contingent on the above comments being addressed. Resubmittal is required for approval. - Assoc., Inc. \\Ha01 \Shared Does \Municipal\Aotsego22xx \2500 \ot2500bldgbrvwl .doc Pi Or t t , . ..__..; . _ ___ ! ----1""""---...„, . I I 1 iN � ��_� it • 11 C P101007 - Quantrelle Ave. S. 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"fir fik .`' I r bi .: .. -- i — „..., . .... ,, _ • TMs , -, �• .-. , o tt % ,a4 z P1010018 -West End of Bldg. 90th Street.JPG ; . \ L .....i,„ ® I .1r I i 1,...,,,--,‘ ,.. ,,v 1, i ti 4' 1 • 04�,I i , :, '5! ; _. it IC y r bit r f = / , a ter. 7 P101006 - Quantrelle Ave. N. End Bldg..JPG ITEM 1O_3 Mr. Mike Robertson, City Administrator APR 2 5 700E City Of Otsego. Minnesota 8899 Nashua Av. NE Otsego, MN 55330 to C ouncil Phil Larsen, Commissioner Ccped to city* Clerk Otsego Police Commission 9660 Ogden Av NE Otsego, MN 55330 April 18, 2006 Mr. Robertson, It is with sincere regret that I must resign my position as commissioner on the Otsego Police Commission. The change in my work schedule has necessitated my working evening hours for 2006, and it now appears for 2007 as well. I cannot reasonably expect neither my employer nor the Police Commission to adapt their schedules to accommodate mine. I have been privileged and honored to serve my community, and to serve with current and past commissioners, over the past two years. I would especially like to acknowledge the guidance and mentorship of Council Member Vern Heidner, whose advice helped me significantly. I would also like to thank you and the City Council for selecting me to serve on the Police Commission. It has been my pleasure to serve. Sincerely, Philip N. Larsen ITEM 10_2 MEMO Date: May 4, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Workers Comp Renewal While reviewing our Worker Comp insurance renewal, I thought of something I wanted to bring to your attention. We cover the City Council under Worker's Comp for any injuries received in the performance of their duties but we do not cover any Commissions. I think we should look seriously at covering the Planning Commission and the Park & Recreation Commission. The Planning Commission has increased its' amount of on -site inspections, typically reviewing a proposed developer's similar housing in other cities. The Park & Recreation Commission's recreational events have become increasingly popular, resulting in their picking up a lot of supplies. Both of these situations involve a lot of driving. If a commissioner were injured while driving it would currently be considered a volunteer act without any compensation. To cover these two commissions would cost around $25- 50. The cost of Council coverage is $123. Last year's total cost of Workers Comp coverage was $9,617. While I think this issue should be discussed for the above Commissions, I don't have any concerns about the other City commissions. ITEM 11_1 MEMO Date: May 4, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Final 2005 Budget Figures In 2005, the City budgeted $2,189,572 in expenditures and spent $2,172,321 for an expenditure surplus of $17,251. In 2005 the City budgeted $2,189,572 in revenues and received $2,354,008 for a revenue surplus of $164,436. The total budget surplus for 2005 is $181,687. Only $36,000 needs to be added to the Cash Flow Reserve. This leaves $145,687 available to the City Council. Gary Groen and I recommend that these funds be added to the Capital Improvement Fund, the Capital Equipment Fund, or the City Campus Fund, as all of these Funds are used for general City projects. I'! ITEM 77_2 MEMO Date: May 4, 2006 To: Mayor & Council From: City Administrator Mike Robertson Re: Final Personnel Manual Changes • The Administrative Subcommittee discussed the following changes to the Personnel Manual. Comp Time would be capped at ten (10) hours. Comp Time would still have to be used up by the end of the year. Overtime would be calculated on a weekly rather than daily basis. The revised language is listed below. If these changes are acceptable to the Council, the revised Personnel Manual will be put on the next Council agenda, and the changes will go into effect as of June 1, 2006. • Sec. 1 -10.4 Employees to whom the Fair Labor Standards . Act applies shall he compensated for overtime work at one and one -half times their regular rate of pay. . Compensatory time off shall be taken as approved by the department head for periods of not less than four hours at a time. Employees may accumulate accrue up to forty (40) ten (10) hours per calendar year of compensatory time at which time it must be used before any additional hours may he accrued. Hours of compensatory time not taken by December 31 shall he paid to the employee as hours worked. Sec. 1 -8.5 "Overtime Pay" means payment to employees for services performed in excess of eight (8) hours per day forty hours per week, and when the payments are required by applicable state and federal overtime laws, by an applicable collective bargaining agreement, or by written personnel policies.