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06-27-11 CC
ITEM 4_7A RESOLUTION NO.: 2011 - 33 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION ACCEPTING A DONATION FROM CENTERPOINT ENERGY TO THE CITY OF OTSEGO FOR THE PURCHASE OF EMERGENCY MANAGEMENT EQUIPMENT. WHEREAS, Centerpoint Energy has made a donation of $2,500.00 to the City of Otsego; and, WHEREAS, the donation to the City of Otsego is for the purpose of purchasing radio equipment for emergency management purposes; and, WHEREAS, Minnesota Statutes 465.03 requires that all gifts and donations of real or personal property be accepted only with adoption of a resolution of the governing body; and, WHEREAS, the City of Otsego sincerely thanks Centerpoint Energy for their generous donation and for its support of the community. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego that the donation by Centerpointe Energy is hereby accepted. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 27th day of June, 2011. ATTEST: Tami Loff, City Clerk CITY OF OTSEGO LWV Jessica Stockamp, Mayor 2 CLAIMS LIST CITY COUNCIL MEETING JUNE 27, 2011 TO: Tami Loff ITEM 5-1 Attached is the Claims List for the City Council. For more details, please refer to the check detail registers. CLAIMS REGISTER 06-22-2011 $ 286,399.91 Check # 50224 - 50281 PAYROLL 06-15-2011 $ 34,610.30 ELECTRONIC PYMTS FOR JUNE: Bldg Permit Surcharge $ 0.00 Qwest $ 275.35 Centerpoint Energy $ 1,027.00 Dept. of Revenue -Fuel Tax $ 121.83 (May) $ 98.18 (June) Dept. of Revenue -Sales Tax $ 615.00 (May) $ 584.00 (June) Elk River Utilities $ 1,936.41 Wright -Hennepin $ 17,837.44 Delta Dental $ 1,114.49 Total $ 23,609.70 GRAND TOTAL $ 344,619.91 If you have any questions or if you would like to review this list further, please let me know. Sue Frisch Bookkeeper CITY OF OTSEGO 06/22/11 1:59 PM Page 1 *Check Summary Register© JUNE 2011 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 050224 PUBLIC EMPLOYEES RETIREME 6/15/2011 $3,997.44 #677600 PPE 6/11/11 Paid Chk# 050225 ALLIANCE BENEFIT GROUP HSA 6/15/2011 $526.93 PPE 6/11/11 CH DTD 6/15/11 Paid Chk# 050226 ICMA RETIREMENT TRUST 6/15/2011 $75.00 PLAN #304185 Paid Chk# 050227 CENTRAL BANK 6/20/2011 $40,709.76 DAVIS MISSISSIPPI COVE ESCROW Paid Chk# 050228 AFFORDABLE SANITATION 6/22/2011 $1,252.53 PORTA RENTALS Paid Chk# 050229 FLEX ONE - AFLAC 6/22/2011 $50.00 JUNE FLEX FEES Paid Chk# 050230 AFLAC 6/22/2011 $1,465.52 SUPPLEMENTAL INSURANCE Paid Chk# 050231 BEAUDRY OIL & SERVICES INC. 6/22/2011 $2,732.73 GAS FOR GENERATORS Paid Chk# 050232 CENTRAL IRRIGATION SUPPLY, 6/22/2011 $302.35 IRRIGATION SUPPLIES Paid Chk# 050233 CHET'S SHOES, INC. 6/22/2011 $281.11 KEVIN - SAFETY BOOTS Paid Chk# 050234 CHRIST LUTHERAN CHURCH 6/22/2011 $100.00 FIRE INSP FEE REFUND Paid Chk# 050235 CITY OF ALBERTVILLE 6/22/2011 $56,471.68 2ND QTR 2011 FIRE SVCS Paid Chk# 050236 CITY OF OTSEGO 6/22/2011 $1,916.01 5400 RANDOLPH - IRRIG Paid Chk# 050237 CRYSTAL WELDING INC. 6/22/2011 $256.38 BRAKE ASSEMBLIES Paid Chk# 050238 ECM PUBLISHERS INC 6/22/2011 $180.00 LEGAL - PUBLIC HEARING: WATER Paid Chk# 050239 EXCEPTIONAL OUTDOOR SERVI 6/22/2011 $400.00 MONUMENT SIGN IRRIG - PR PK Paid Chk# 050240 FIRST LAB 6/22/2011 $239.70 PRE -EMPLOY: METCALF, SWENSON. Paid Chk# 050241 G & K TEXTILE LEASING SYSTE 6/22/2011 $611.52 MATS Paid Chk# 050242 HAKANSON ANDERSON ASSOC 6/22/2011 $31,915.40 OTSEGO ELEM BIKE TRAIL Paid Chk# 050243 HD SUPPLY WATERWORKS, LT 6/22/2011 $846.68 LINE PLUG & HOSE Paid Chk# 050244 HEALTH PARTNERS 6/22/2011 $6,025.10 JULY MEDICAL Paid Chk# 050245 INK WIZARDS, INC. 6/22/2011 $417.75 UNIFORMS - SEASONAL Paid Chk# 050246 JIMMYS PIZZA 6/22/2011 $124.15 MEAL FOR 6/13/11 CC WORKSHOP Paid Chk# 050247 JOHN DEERE FINANCIAL 6/22/2011 $41.38 JD PARTS & SUPPLIES Paid Chk# 050248 JOHN DEERE LANDSCAPES 6/22/2011 $142.47 PVC PIPE Paid Chk# 050249 LAND TITLE - ROSEVILLE 6/22/2011 $50.82 W/S REFUND - 6366 MARX Paid Chk# 050250 LEAGUE OF MN CITIES INS TRU 6/22/2011 $88.00 VOLUNTEER ACCIDENT PLAN Paid Chk# 050251 MENARDS 6/22/2011 $289.43 PARK SUPPLIES Paid Chk# 050252 METRO WEST INSPECTION SVC 6/22/2011 $8,550.00 BLDG INSP SVCS - 171 HRS Paid Chk# 050253 MIDWEST PLAYSCAPES, INC. 6/22/2011 $5,184.51 MULCH FOR PARKS Paid Chk# 050254 MN DEPT OF HEALTH 6/22/2011 $50.00 WELL PERMIT #545303 - 9124 OHL Paid Chk# 050255 NEXTEL COMMUNICATIONS 6/22/2011 $414.32 CELL PHONES Paid Chk# 050256 NORTH MEMORIAL URGENT CA 6/22/2011 $414.00 GORNICK, KOLLES, METCALF, SWEN Paid Chk# 050257 HSBC BUSINESS SOLUTIONS 6/22/2011 $267.05 BREAKAWAY KIT Paid Chk# 050258 NORTHLAND TRUST SERVICES, 6/22/2011 $40,425.00 GEN OBL EQPT CET OF INDEBT Paid Chk# 050259 OFFICEMAX - A BOISE CO 6/22/2011 $125.11 OFFICE SUPPLIES Paid Chk# 050260 OMANN BROTHERS INC. 6/22/2011 $385.50 BLACKTOP SUPPLIES Paid Chk# 050261 OTSEGO FESTIVAL INC 6/22/2011 $938.98 WILDWOOD SLEIGH Paid Chk# 050262 PEOPLE SERVICE INC. 6/22/2011 $45,893.59 MONTHLY SERVICE - JULY Paid Chk# 050263 PITNEY BOWES 6/22/2011 $588.00 PSTG METER/LETTER OPENER Paid Chk# 050264 MICK RAEKER 6/22/2011 $540.00 98 DAY LILIES FOR FRANKFORT PK Paid Chk# 050265 RICOH AMERICAS CORPORATIO 6/22/2011 $379.43 RICOH COPIER LEASE Paid Chk# 050266 RICOH AMERICAS CORPORATIO 6/22/2011 $304.65 WIDE FORMAT PRINTER Paid Chk# 050267 SCHMIDT CURB COMPANY, INC. 6/22/2011 $2,782.35 CURB & GUTTER - CHURCH ENTRANC Paid Chk# 050268 SOFTRONICS, INC. 6/22/2011 $5,218.45 FIN - PRINTER TRAY Paid Chk# 050269 SRF CONSULTING GROUP, INC. 6/22/2011 $932.20 PRAIRIE PARK SPLASH PAD Paid Chk# 050270 STANDARD INSURANCE CO 6/22/2011 $666.55 #150697 JULY LIFE INS Paid Chk# 050271 TERMINAL SUPPLY CO 6/22/2011 $187.76 OPERATING SUPPLIES Paid Chk# 050272 BRIAN THOMAS 6/22/2011 $34.03 W/S REFUND - 8182 PADGETT Paid Chk# 050273 THUL SPECIALY CONTRACTING 6/22/2011 $1,250.00 VALVE VAULT REPAIR Paid Chk# 050274 TRAUT WELLS 6/22/2011 $14,393.75 WELL #7 REPAIR Paid Chk# 050275 TRYCO LEASING INC. 6/22/2011 $57.55 ESTUDIO 282 COPIER Paid Chk# 050276 UNITED STATES POSTAL SERVI 6/22/2011 $2,500.00 W/S POSTAGE PERMIT #40 Paid Chk# 050277 US INTERNET 6/22/2011 $51.25 SECURENCE - JULY Paid Chk# 050278 VANCE BROTHERS INC 6/22/2011 $219.31 BLACKTOP SUPPLIES Paid Chk# 050279 VERIZON WIRELESS 6/22/2011 $97.22 LAP TOP SERVICE CITY OF OTSEGO 06/22/11 1:59 PM Page 2 *Check Summary Register© JUNE 2011 Name Check Date Check Amt Paid Chk# 050280 VINYL GRAPHICS, INC. 6/22/2011 $48.09 BILLETTE FIELD SIGN Paid Chk# 050281 XCEL ENERGY 6/22/2011 $1,991.42 5400 RANDOLPH Total Checks $286,399.91 FILTER: None CITY OF OTSEGO 06/22/11 2:00 PM Page 1 *Check Detail Register© JUNE 2011 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Paid Chk# 050224 6/15/2011 PUBLIC EMPLOYEES RETIREMENT FD E 602-49450-121 PERA $47.70 #677600 PPE 6/11/11 E 101-43100-121 PERA $1,100.45 #677600 PPE 6/11/11 E 101-41600-121 PERA $509.64 #677600 PPE 6/11/11 E 250-42410-121 PERA $181.83 #677600 PPE 6/11/11 E 601-49400-121 PERA $47.71 #677600 PPE 6/11/11 E 101-41400-121 PERA $259.43 #677600 PPE 6/11/11 G 101-21704 PERA $1,850.68 #677600 PPE 6/11/11 3tal PUBLIC EMPLOYEES RETIREMENT FD $3,997.44 Paid Chk# 050225 6/15/2011 ALLIANCE BENEFIT GROUP G 101-21706 Hospitalization/Medical Ins PPE 6/11/11 CH DTD 6/15/11 Total ALLIANCE BENEFIT GROUP _$526.93__ $526.93 Paid Chk# 050226 6/15/2011 ICMA RETIREMENT TRUST G 101-21705 Other Retirement $75.00 PPE 6/11/11 PLAN #304185 Total ICMA RETIREMENT TRUST $75.00 Paid Chk# 050227 6/20/2011 CENTRAL BANK G 701-22392 MISSISSIPPI COVE 1 & 2 $40,709.76 DAVIS MISSISSIPPI COVE ESCROW REFUND Total CENTRAL BANK $40,709.76 Paid Chk# 050228 6/22/2011 AFFORDABLE SANITATION'---- ANITATIONE101-45200-410 E101-45200-410Rentals (GENERAL) $1,252.53_ 96.89 PORTA RENTALS Total AFFORDABLE SANITATION $1,252.53 Paid Chk# 050229 6/22/2011 AFLAC -FLEX ONE ._, w E 101-41400-390 Contracted Services $50.00 773021ER JUNE FLEX FEES Total AFLAC -FLEX ONE $50.00 d: -5.. PaidamChk#_.,_ 050230. 6/22/2011 AFLAC -INSURANCE G 101-21706 Hospitalization/Medical Ins $1,465.52 719395 SUPPLEMENTAL INSURANCE Total AFLAC -INSURANCE $1,465.52 PaiRd Chk# 050231 6/22/2011 BEAUDRY OIL & SERVICES -�,_....,..�_,.... INC. �:�.. �._...._R,„,�.-_...w-.,.,.._�v....�.�._d..,._.,.,...,._. _-......-.... E 101-43100-202 Gas & Oil $159.70 762043 GAS FOR GENERATORS E 602-49450-202 Gas & Oil $2,058.42 762043 GAS FOR GENERATORS E 601-49400-202 Gas & Oil $514.61 7.62043 GAS FOR GENERATORS Total BEAUDRY OIL & SERVICES INC. $2,732.73 Paid Chk# 050232 6/22/2011 CENTRAL IRRIG4'f1-0k SUPPLY, INC E 101-45200-220 Repair/Maint Supply (GENERAL) $182.10 6017063-00 IRRIGATION SUPPLIES E 101-45200-220 Repair/Maint Supply (GENERAL) $27.48 6017063-00 IRRIGATION SUPPLIES E 101-45200-220 Repair/Maint Supply (GENERAL) $92.77 6017129-00 IRRIGATION SUPPLIES Total CENTRAL IRRIGATION SUPPLY, INC $302.35 Paid Chk# 050233 6/22/2011 CHETS SHOES, INC. E 101-43100-227 Safety supplies $134.63 386095 KEVIN - SAFETY BOOTS E 101-43100-227 Safety supplies $146.48 386096 STEVE - SAFETY BOOTS Total CHETS SHOES, INC. $281.11 Paid�Chk# 050234 6/22/2011 CHRIST LUTHERAN CHURCH R 250-32130 Fire inspections $100.00 FIRE INSP FEE REFUND Total CHRIST LUTHERAN CHURCH $100.00 Paid Chk# 050235 6/22/2011 CITY OF ALBERTVILLE E 211-42200-390 Contracted Services $28,235.84 2011098 1ST QTR 2011 FIRE SVCS CITY OF OTSEGO 06/22/11 2:00 PM Page 2 *Check Detail Register© JUNE 2011 Check Amt Invoice Comment E 211-42200-390 Contracted Services $28,235.84 2011099 2ND QTR 2011 FIRE SVCS Total CITY OF ALBERTVILLE $56,471.68 Paid Chk# 050236 6/22/2011 CITY OF OTSEGO E 602-49450-322 Utilities $221.55 5850 RANDOLPH - EAST WWTF E 101-45200-322 Utilities $221.71 11313 77TH - IRRIG E101-45200-322 Utilities $394.37 1040071ST-IRRIG E 101-45200-322 Utilities $283.75 6480 MASON - IRRIG E 101-45200-322 Utilities $6.41 5400 RANDOLPH - IRRIG E 602-49450-322 Utilities $124.56 7551 LANCASTER -WEST WWTF E 602-49450-322 Utilities $498.54 7551 LANCASTER - WEST WWTF E 602-49450-322 Utilities $6.41 7551 LANCASTER - WEST WWTF E 602-49450-322 Utilities $6.41 7551 LANCASTER - WEST WWTF E 101-45200-322 Utilities $152.30 15501 83RD - IRRIG E 408-43100-302 Engineering Fees Total CITY OF OTSEGO $1,916.01 OTSEGO CREEK N REST PROJ Paid Chk# 050237 6/22/2011 CRYSTAL WELDING INC. E 101-45200-220 Repair/Maint Supply (GENERAL) $256.38 33490 BRAKE ASSEMBLIES Total CRYSTAL WELDING INC. $256.38 Paid Chk# 050238 6/22/2011 ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $60.00 334355 E 601-49400-350 Print/Binding (GENERAL) $120.00_ 3_34747 Total ECM PUBLISHERS INC $180.00 Paid Chk# 050239 6/22/2011 EXCEPTIONAL OUTDOOR SERVICES E 101 -43100-400 Repairs & Maint - Cont $400.00 33 Total EXCEPTIONAL OUTDOOR SERVICES $400.00 Paid Chk# 050240 6/22/2011 FIRST LAB LEGAL - PUBLIC HEARING LEGAL - PUBLIC HEARING: WATER SYSTEM MONUMENT SIGN IRRIG - PR PK E 101-43100-310 Miscellaneous $239.70 412692 PRE -EMPLOY: METCALF, SWENSON, GORNICE, KOLLES, UDEE Total FIRST LAB $239.70 Paid Chk# 050241 6/22/2011 G & K TEXTILE LEASING SYSTEM E 101-43100-225 Uniforms/Clothing Allowance $104.99 1043715139 UNIFORMS & MATS E 101-41940-390 Contracted Services $126.16 1043715140 MATS E 101-43100-225 Uniforms/Clothing Allowance $42.40 1043719886 UNIFORMS & MATS E 101-43100-225 Uniforms/Clothing Allowance $169.41 1043724620 UNIFORMS & MATS E 101-41940-390 Contracted Services $126.16 1043724621 MATS E 101-43100-225 Uniforms/Clothing Allowance $42.40 1043729384 UNIFORMS & MATS Total G & K TEXTILE LEASING SYSTEM $611.52 E 403-43100-302 Engineering Fees $645.17 Paid Chk# 050242 6/22/2011 HAKANSON ANDERSON ASSOC INC G 701-22315 RIVERWOOD NATIONAL $330.01 28038 RIVERWOOD NAT'L G 701-22392 MISSISSIPPI COVE 1 & 2 $60.00 28039 DAVIS MISSISSIPPI COVES R 101-34330 GRADING REVIEWS $360.00 28040 GRADING REVIEWS E 101-41560-302 Engineering Fees $125.00 28040 GRADING ELEV IN SF G 701-22366 MARTIN FARMS $120.00 28040 MARTIN FARMS G 701-22479 RIVERPLACE 3RD ADDITION $240.00 28040 RIVERPLACE 3 E 403-43100-302 Engineering Fees $4,532.63 28041 70TH ST (MF TO OAKWOOD) E 403-43100-302 Engineering Fees $394.36 28042 85TH ST ROW E 403-43100-302 Engineering Fees $645.17 28043 70TH ST (MARLOWE TO MF) E 222-49490-302 Engineering Fees $227.23 28045 OTSEGO NPDES PHASE II E 408-43100-302 Engineering Fees $122.70 28046 OTSEGO CREEK N REST PROJ E 101-41560-302 Engineering Fees $91.52 28047 ISLAND VIEW SW ISSUES E 203-45210-302 Engineering Fees $765.40 28048 NASHUA AVE/PR PK TRAIL E 203-45210-302 Engineering Fees $256.60 28049 OTSEGO ELEM BIKE TRAIL CITY OF OTSEGO 06/22/11 2:00 PM Page 3 *Check Detail Register© JUNE 2011 Paid Chk# 050243 6/22/2011 HD SUPPLY WATERWORKS, LTD E 602-49450-220 Repair/Maint Supply (GENERAL) $846.68 2957626 LINE PLUG & HOSE Total HD SUPPLY WATERWORKS, LTD $846.68 Paid Chk# 050244 6/22/2011 HEALTH PARTNERS E 250-42410-123 Health Check Amt Invoice Comment E 203-45210-302 Engineering Fees $6,339.23 28050 SAFE ROUTES TO SCHOOL E 208-45210-302 Engineering Fees $3,214.25 28051 CITY PARK MAINT E 101-41560-302 Engineering Fees $315.30 28053 PUBLIC WORKS E 101-41560-302 Engineering Fees $945.90 28054 STAFF MTGS E 101-41400-348 Maps $3,773.00 28055 GOPHER ONE CALL MAPS E 101-41400-391 GIS Services $297.00 28056 GIS INFORMATION E 101-41560-302 Engineering Fees $1,071.00 28058 2011 MSAA E 101-41560-302 Engineering Fees $365.16 28059 WETLANDS CONS ACT E 101-41560-302 Engineering Fees $354.46 28060 ISLAND VIEW SW ISSUES E 601-49400-302 Engineering Fees $706.87 28061 MISC W/S E 602-49450-302 Engineering Fees $706.86 28061 MISC W/S E 250-42410-302 Engineering Fees $377.22 28061 MISC PERMITS E 101-41560-302 Engineering Fees $3,754.74 28061 MISC ENG E 101-41560-302 Engineering Fees $801.44 28061 MISC GRADING E 602-49450-302 Engineering Fees $622.35 28063 L1 B1 PL CRK/WEST FACILTY REPLAT Total HAKANSON ANDERSON ASSOC INC $31,915.40 Paid Chk# 050243 6/22/2011 HD SUPPLY WATERWORKS, LTD E 602-49450-220 Repair/Maint Supply (GENERAL) $846.68 2957626 LINE PLUG & HOSE Total HD SUPPLY WATERWORKS, LTD $846.68 Paid Chk# 050244 6/22/2011 HEALTH PARTNERS E 250-42410-123 Health $1,159.00 37726646 JULY MEDICAL E 101-43100-123 Health $3,297.00 37726646 JULY MEDICAL E 101-41600-123 Health $1,013.50 37726646 JULY MEDICAL E 101-41400-123 Health $555.60 37726646 JULY MEDICAL Total HEALTH PARTNERS $6,025.10 E 101-45200-210 Operating Supplies (GENERAL) Paid Chk# 050245 6/22/2011 INK WIZARDS, INC. JD PARTS & SUPPLIES E 101-45200-210 Operating Supplies (GENERAL) E 101-43100-225 Uniforms/Clothing Allowance $417.75 59156 UNIFORMS - SEASONAL $10.05 Total INK WIZARDS, INC. $417.75 E 101-45200-220 Repair/Maint Supply (GENERAL) Paid Chk# 050246 6/22/2011 JIMMYS PIZZA E 101-41400-310 Miscellaneous $124.15 MEAL FOR 6/13/11 CC WORKSHOP Total JIMMYS PIZZA $124.15 Paid Chk# 050247 6/22/2011 JOHN DEERE FINANCIAL E 101-45200-210 Operating Supplies (GENERAL) $12.37 1072725 JD PARTS & SUPPLIES E 101-45200-210 Operating Supplies (GENERAL) $12.56 1073621 JD PARTS & SUPPLIES E 101-45200-220 Repair/Maint Supply (GENERAL) $10.05 1075335 JD PARTS & SUPPLIES E 101-45200-220 Repair/Maint Supply (GENERAL) $6.40 1075804 JD PARTS & SUPPLIES Total JOHN DEERE FINANCIAL $41.38 Paid Chk# 050248 _. - -...-E L—AN 6/22/2011 JOHN DEERE LANDSCAPES E 101-45200-220 Repair/Maint Supply (GENERAL) $46.00 58196875 REPAIR PARTS E 101-45200-220 Repair/Maint Supply (GENERAL) $8.91 58197404 PVC PIPE E 101-45200-220 Repair/Maint Supply (GENERAL) 58243970 MODULAR CONTROLLER Total JOHN DEERE LANDSCAPES _$87.56 $142.47 Paid Chk# 050249 6/22/2011 LAND TITLE - ROSEVILLE R 601-37150 WATER SALES _$50.82 W/S REFUND - 6366 MARX Total LAND TITLE - ROSEVILLE $50.82 Paid Chk# 050250 6/22/2011 LEAGUE OF MN CITIES INS TRUST E 101-41400-204 Insurance $88.00 20514 VOLUNTEER ACCIDENT PLAN Total LEAGUE OF MN CITIES INS TRUST $88.00 Paid Chk# 05025i 6/22/2011 MENARDS CITY OF OTSEGO 06/22/11 2:00 PM Page 4 *Check Detail Register© JUNE 2011 Check Amt Invoice Comment E101-45200-210 Operating Supplies (GENERAL) $51.25 068589 SPRAYERS/INSECT KILLER E 101-45200-240 Small Tools/Equipment $170.75 68214 PARK TOOLS E 101-45200-210 Operating Supplies (GENERAL) 68214 PARK SUPPLIES Total MENARDS _$67.43 $289.43 Paid Chk# 050252 - 6/22/2011 METRO WEST INSPECTION SVC mid. E 250-42410-390 Contracted Services $8,550.00 BLDG INSP SVCS - 171 HRS Total METRO WEST INSPECTION SVC INC. $8,550.00 Paid Chk# 050253 6/22/2011 MIDWEST PLAYSCAPES, INC. E 101-45200-220 Repair/Maint Supply (GENERAL) $1,728.17 4583 MULCH FOR PARKS E 101-45200-220 Repair/Maint Supply (GENERAL) $3,456.34 4602 MULCH FOR PARKS Total MIDWEST PLAYSCAPES, INC. $5,184.51 Paid Chk# 050254 6/22/2011 MN DEPT OF HEALTH E601-49400-310 Miscellaneous $50.00 WELL PERMIT #545303 - 9124 OHLAND Total MN DEPT OF HEALTH $50.00 Paid Chk# 050255 6/22/2011 NEXTEL COMMUNICATIONS - E 250-42410-320 Telephone $136.60 184430382-04 CELL PHONES E 101-43100-320 Telephone $277.72 184430382-04 CELL PHONES Total NEXTEL COMMUNICATIONS $414.32 Paid Chk# 050256 6/22/2011 NORTH MEMORIAL URGENT CARE E 101-43100-310 Miscellaneous $414.00 GORNICK, KOLLES, METCALF, SWENSON, UDEE Total NORTH MEMORIAL URGENT CARE $414.00 Paid Chk# 050257 6/22/2011 - NORTHERN TOOL &EQUIPMENT CO E 101-45200-210 Operating Supplies (GENERAL) $38.58 193086797 HAND STRETCH WRAP W/HANDLE E101-45200-220 Repair/Maint Supply (GENERAL) $46.12 193088235 BREAKAWAY KIT E 101-43100-220 Repair/Maint Supply (GENERAL) $182.35 24096084 12V DC DIESEL TRANS Total NORTHERN TOOL & EQUIPMENT CO $267.05 Paid Chk# 050258 �.-f—R._a.z . .... ,-..,., ...,, 6/22/2011 NORTHLAND TRUST SERVICES, INC. .�._m� m,.A_,.,,�—'--._...,-......_. E 399-47000-602 Bond Interest $5,000.00 GEN OBL EQPT CET OF INDEBT E 399-47000-620 Bond issueance costs $425.00 GEN OBL EQPT CET OF INDEBT E 399-47000-601 Debt Sry Bond Principal $35,000.00 GEN OBL EQPT CET OF INDEBT Total NORTHLAND TRUST SERVICES, INC. $40,425.00 Paid Chk# 050259 6/22/2011 OFFICEMAX E 101-41600-201 Office Supplies and Expenses $102.49 205615 OFFICE SUPPLIES E 101-41400-201 Office Supplies and Expenses $22.62 205615 OFFICE SUPPLIES Total OFFICEMAX $125.11 Paid Chk# 050260 6/22/2011� OMANN BROTHERS INC. E 101-43100-434 Blacktop Supplies $385.50 9047 BLACKTOP SUPPLIES Total OMANN BROTHERS INC. $385.50 Paid Chk# 050261 6/22/2011 OTSEGO FESTIVAL INC E 101-41100-801 CONTINGENCY $550.00 WILDWOOD SLEIGH E 101-41100-801 CONTINGENCY $388.98 TEENCY THE CLOWN Total OTSEGO FESTIVAL INC $938,98 Paid Chk# 050262 6/22/2011 PEOPLE SERVICE INC. E 601-49400-390 Contracted Services $14,245.67 17959 MONTHLY SERVICE - JULY E 602-49450-390 Contracted Services $87.59 17959 EAST WWTF POLLUTANT SAMPLES E 602-49450-390 Contracted Services $31,560.33 17959 MONTHLY SERVICE - JULY Total PEOPLE SERVICE INC. $45,893.59 CITY OF OTSEGO 06/22/11 2:00 PM Page 5 *Check Detail Register© JUNE 2011 Check Amt Invoice Comment Paid Chk# 050263 6/22/2011 PITNEY BOWES E 101-41400-413 Office Equipment Rentals $588.00 4_705027-JN11 PSTG METER/LETTER OPENER Total PITNEY BOWES $588.00 Paid Chk# 050264 6/22/2011 RAEKER, MICK E 203-45210-530 Improvements Other Than Bldgs $540.00 98 DAY LILIES FOR FRANKFORT PK Total RAEKER, MICK $540.00 Paid Chk# 050265 6/22/2011 RICOH AMERICAS CORPORATION E 101-41400-413 Office Equipment Rentals $379.43 13300757 RICOH COPIER LEASE Total RICOH AMERICAS CORPORATION $379.43 Paid Chk# 050266 6/22/2011 RICOH AMERICAS CORPORATION E 250-42410-410 Rentals (GENERAL) $304.65 13300758 WIDE FORMAT PRINTER Total RICOH AMERICAS CORPORATION $304.65 Paid Chk# 050267 6/22/2011 SCHMIDT CURB COMPANY, INC. ry E 101-43100-400 Repairs & Maint - Cont $2,782.35 11 M05 CURB & GUTTER - CHURCH ENTRANCE Total SCHMIDT CURB COMPANY, INC. $2,782.35 Paid Chk# 050268 6/22/2011 SOFTRONICS, INC.;.,-....--,......_ E 101-43100-240 Small Tools/Equipment $1,312.43 2358 PW - COMP, MONITOR, PWR SUPPLY E 250-42410-390 Contracted Services $203.44 2358 BLDG - LABOR E 250-42410-201 Office Supplies and Expenses $10.63 2358 BLDG - COMP SPEAKERS E 101-41600-390 Contracted Services $100.00 2358 FIN - LABOR E 101-41400-501 Equipment $1,356.19 2358 ADMIN - COMP, MONITOR, BATTERY, CARD E 101-43100-390 Contracted Services $278.44 2358 PW - LABOR E 101-41400-390 Contracted Services $683.59 2358 ADMIN - LABOR E 601-49400-390 Contracted Services $50.00 2358 UTIL - LABOR E 602-49450-390 Contracted Services $50.00 2358 UTIL - LABOR E 101-41400-391 GIS Services $75.00 2358 GIS - LABOR E 601-49400-390 Contracted Services $50.00 2358 WWTF - LABOR E 101-41400-390 Contracted Services $400.00 2358 ADMIN IT - LABOR E 101-41400-501 Equipment $318.49 2358 ADMIN IT - EXT USB HARD DRIVE E 101-41600-570 Office Equip and Furnishings $330.24 2358 FIN - PRINTER TRAY Total SOFTRONICS, INC. $5,218.45 Paid Chk# 050269 6/22/2011 SRF CONSULTING GROUP, INC. E 208-45210-390 Contracted Services $932.20 5521.00-48 PRAIRIE PARK SPLASH PAD Total SRF CONSULTING GROUP, INC. $932.20 Paid Chk# 050270 6/22/2011 STANDARD INSURANCE CO E 602-49450-130 Employer Paid Ins (GENERAL) $12.40 #150697 JULY LIFE INS E 101-41400-130 Employer Paid Ins (GENERAL) $77.39 #150697 JULY LIFE INS E 101-41600-130 Employer Paid Ins (GENERAL) $143.22 #150697 JULY LIFE INS E 101-43100-130 Employer Paid Ins (GENERAL) $319.68 #150697 JULY LIFE INS E 250-42410-130 Employer Paid Ins (GENERAL) $101.45 #150697 JULY LIFE INS E 601-49400-130 Employer Paid Ins (GENERAL) _ $12.41 #150697 JULY LIFE INS Total STANDARD INSURANCE CO $666.55 Paid Chk# 050271 6/22/2011 TERMINAL SUPPLY CO, INC. E 101-43100-210 Operating Supplies (GENERAL) $142.16 52161-00 OPERATING SUPPLIES E101-43100-210 Operating Supplies (GENERAL) $45.60 52892-00 OPERATING SUPPLIES Total TERMINAL SUPPLY CO, INC. $187.76 Paid Chk# 050272 6/22/2011 THOMAS, BRIAN R 601-37150 WATER SALES $34.03 W/S REFUND - 8182 PADGETT CITY OF OTSEGO 06/22/11 2:00 PM Page 6 *Check Detail Register© JUNE 2011 Check Amt Invoice Comment Total THOMAS, BRIAN $34.03 Paid Chk# 050273 6/22/2011 THUL SPECIALY CONTRACTING INC. E 601-49400-390 Contracted Services ' $1,2_50.00 1.417 VALVE VAULT REPAIR Total THUL SPECIALY CONTRACTING INC. $1,250.00 Paid Chk# 050274 6/22/2011 TRAUT WELLS E 601-49400-400 Repairs & Maint - Cont $14,39_3.75 236411 WELL #7 REPAIR Total TRAUT WELLS $14,393.75 Paid Chk# 050275 6/22/2011 TRYCO LEASING INC. E 101-43100-413 Office Equipment Rentals $57.55 5514 ESTUDIO 282 COPIER E 601-49400-322 Total TRYCO LEASING INC. $57.55 Utilities Paid Chk# 050276 6/22/2011 UNITED STATES POSTAL SERVICE E 602-49450-206 Postage $1,250.00 W/S POSTAGE PERMIT #40 E 601-49400-206 Postage $1,250.00 W/S POSTAGE PERMIT #40 Total UNITED STATES POSTAL SERVICE $2,500.00 Paid Chk# 050277 6/22!2011 US INTERNET E 101-41400-390 Contracted Services $51.25 93.8764 SECURENCE - JULY Total US INTERNET $51.25 Paid Chk# 050278 6/22/2011 VANCE BROTHERS INC E 101-43100-434 Blacktop Supplies $219.31 20172 Total VANCE BROTHERS INC $219.31 Paid Chk# 050279 6/22/2011 VERIZON WIRELESS E 101-43100-320 Telephone Total VERIZON WIRELESS Paid Chk# 050280 6/22/2011 VINYL GRAPHICS E 101-45250-530 Improvements Other Than Bldgs Total VINYL GRAPHICS Paid Chk# 050281 6/22/2011 XCEL ENERGY E 101-43160-322 Utilities E 601-49400-322 Utilities E 101-45200-322 Utilities E 601-49400-322 Utilities Total XCEL ENERGY BLACKTOP SUPPLIES $97.22 2582528606 LAP TOP SERVICE $97.22 $48.09 4613 BILLETTE FIELD SIGN $48.09 $30.70 16501 53RD - ST LIGHT $1,583.44 5740 RANDOLPH - WELL #8 $203.23 5400 RANDOLPH $174.05 16575 61 ST - WT #3 $1,991.42 10100 BANK OF ELK RIVER $286,399.91 CITY OF OTSEGO 06/22/11 2:00 PM Page 7 *Check Detail Register© JUNE 2011 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $46,315.71 203 PARK DEVELOPMENT $7,901.23 208 COMMUNITY FACILITIES FUND $4,146.45 211 Albertville Fire District $56,471.68 222 Citywide Stormwater(NPDES 11) $227.23 250 Comm. Dev. & Bldg Safety $11,124.82 399 G.O. Equipment C of 1 $40,425.00 403 COLLECTOR RDS (FORMERLY MSA) $5,572.16 408 Otsego Creek Watershed $122.70 601 WATER FUND $34,533.36 602 SEWER FUND $38,099.80 701 DEVELOPMENT ESCROWS FUND $41,459.77 $286,399.91 ITEM 5_2 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPO@ Plan ningCo.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 22 June 2011 RE: Otsego — Rogers TH 101/CSAH 144 Interchange TPC FILE: 101.01 BACKGROUND Rogers City staff and Otsego City staff have prepared a draft letter of support from the City of Otsego for the proposed TH 101 / CSAH 144 project. This letter would be sent along with the application by the City of Rogers for Federal construction funding through the Surface Transportation Program (STP). The City Council will consider approval of the letter as part of the consent agenda for the meeting on 27 June 2011. Fxhihitc- A. Draft letter dated June 28, 2011 RECOMMENDATION City staff recommends the City Council approve the draft letter as written. POSSIBLE ACTIONS A. Motion to approve B. Motion to table. C. Tami Loff, City Clerk Gary Groen, Finance Director Andy MacArthur, City Attorney June 28, 2011 John Seifert, PE Public Works Superintendent City of Rogers 22350 South Diamond Lake Road Rogers MN 55374 RE: TH 101 at CSAH 144 Interchange Dear Mr. Seifert: The City of Otsego hereby expresses its support for the City of Rogers application for federal funding through the Surface Transportation Program (STP) for the construction of the TH 101 at CSAH 144 Interchange. The City of Otsego recognizes the improved ability for commuter traffic to pass through and move more quickly to Otsego and cities north of Otsego with the recent construction of the TH 101 flyover of South Diamond Lake Road in Rogers and the construction of interchanges at CSAH 36, CSAH 37, CSAH 42 and CSAH 39. The TH 101 at CSAH 144 intersection is the last at grade intersection for TH 101 between 1-94 and the City of Elk River. Future construction of the TH 101 at CSAH 144 interchange would improve safe and efficient travel for area residents, students within ISD 728 attending Hassan Elementary School, Rogers Middle School and Rogers High School, and regional commuter traffic by eliminating an at grade intersection. Mn/DOT awarded the City of Rogers $9,200,000 in Safety and Mobility (SaM) funds towards construction of a grade separated interchange at TH 101 and CSAH 144, which is estimated to cost $22,000,000, and has committed to provide funding for the other soft costs including design and construction to complete the project. The City of Rogers has initiated preliminary environmental and interchange justification and concept level drawings. However, further project development will be necessary to achieve Mn/DOT layout approval and meet requirements set forth in the SaM funding guidelines. Considering the local and regional benefit to the communities located along the TH 101 corridor, it has been determined by the City of Otsego that it is in the best interest of the City to develop and enter into a Joint Powers Agreement to participate in the successful delivery of the TH 101 at CSAH 144 interchange project as an important regional transportation improvement. John Seifert, PE June 28, 2011 Page 2 We support this project and have agreed to participate financially in the construction. Contributing to a project outside the City borders is unusual, but we hope this emphasizes the regional significance of this improvement. Please do not hesitate to contact me if you have any questions regarding the City of Otsego's support of this project. Sincerely, CITY OF OTSEGO Jessica Stockamp Mayor CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA BY: Brad Belair DATE -.June 23, 2011 RE: Purchase of air compressor BACKGROUND ITEM 5_3 REQUEST FOR COUNCIL ACTION The 2011 Equipment CIP includes the purchase of an air compressor and equipment. The Public Works Committee direction was to obtain quotes for a used air compressor for recommendation to City Council. Financial Issues: Cost- Source- Budgeted ost:Source:Budgeted Supporting Information.- A. nformation: A. Attached RECOMMENDATION $ 10,187.14 Capital Improvement Fund Yes Recommend to purchase a 2007 Atlas air compressor, jack hammer, bits, and hose from RSC Equipment Rental. POSSIBLE ACTIONS A. Motion to approve ... B. Motion to table. RSC Equipment Rental 2340 FERNBROOK LANE NORTH PLYMOUTH, MN 55447 763-557-1234 Store: 320 Emerg #: 763-557-1234 8899 NE NASHUA AVE, OTSEGO CITY OF OTSEGO 8899 NE NASHUA AVE OTSEGO, MN 55330 CITY OF OTSEGO 8899 NE NASHUA AVE OTSEGO, MN 55330 Phone #: 763-441-8137 RSC Equipment R MON-FRI 7:00a -5:00p SAT CLOSED SUN CLOSED ental EQUIPMENT SALE QUOTE Page: 2 Contract #: 48409379-000 Contract Date: 6/22/11 Customer # ** CASH ** Date Out 6/22/11 10:33 AM Off -rent Confirmation # PO # Ordered by BRAD BELAIR Written by SLS00420 Sales Rep MILLER CHRISTOPHER M Terms RSCrental.com • 800.222.7777 ----------------------------------------------------------------------------------------------------- Inv# 48409379-000 Cust# — CASH ** PO# Job: 8899 NE NASHUA AVE, OTSEGO Sub -total: Total: I AMr8._6_5_' IF THE EQUIPMENT DOES NOT I MULTIPLE SHIFTS RSC EQUIPMENT RENTAL, INC.CUSTOMER IS RESPONSIBLE CUSTOMER IS SOLELY RESPONSIBLE WORK PROPERLY, NOTIFY THE OR OVERTIME BILLS FOR TIME OF POSSESSION FOR REFUELING, TIRE FOR THE SAFE USE, MAINTENANCE OFFICE or CALL 1-800-222-7777 RATES MAY APPLY INCLUDING HOLIDAYS DAMAGE AND REPAIR AND SAFEKEEPING OF EQUIPMENT THIS RENTAL AND SALES AGREEMENT CONSISTS OF THIS PAGE, THE TERMS AND CONDITIONS ON THE REVERSE SIDE, AND WHERE APPLICABLE, THE LDW PROGRAM, WHICH TOGETHER CONSTITUTE THE ENTIRE AGREEMENT OF THE PARTIES RELATING TO THE SALE OR RENTAL OF THE EQUIPMENT, SERVICES OR ACCESSORIES DESCRIBED ABOVE. PLEASE READ CAREFULLY THE TERMS ON BOTH THE FRONT AND BACK OF THIS PAGE. This agreement is effective upon the earlier of Customer's signature below or delivery of the Equipment, either of which constitute Customer's acknowledgement that Customer has read and accepted the terms and conditions of this agreement. THE EQUIPMENT IS BEING RENTED OR SOLD "AS IS" WITHOUT WARRANTY OF ANY KIND. All Equipment is available for sale at all times, even while on rent. Im CUSTOMER SIGNATURE DATE NAME PRINTED DELIVERED BY DATE CUSTOMER ACKNOWLEDGES RECEIPT OF SAFETY DOCUMENTS AND UNDERSTANDS ALL APPLICABLE SAFETY AND OPERATING INSTRUCTIONS. RSC Equipment Rental 2340 FERNBROOK LANE NORTH PLYMOUTH, MN 55447 763-557-1234 Store: 320 Emerg #: 763-557-1234 8899 NE NASHUA AVE, OTSEGO CITY OF OTSEGO 8899 NE NASHUA AVE OTSEGO, MN 55330 CITY OF OTSEGO 8899 NE NASHUA AVE OTSEGO, MN 55330 Phone #: 763-441-8137 RSC Equipment R MON-FRI 7:00a -5:00p SAT CLOSED SUN CLOSED Re EQUIPMENT SALE QUOTE Page: 1 Contract #: 48409379-000 Contract Date: 6/22/11 Customer # ** CASH ** Date Out 6/22/11 10:33 AM Off -rent Confirmation # PO # Ordered by BRAD BELAIR Written by SLS00420 Sales Rep MILLER CHRISTOPHER M Terms THIS IS NOT AN INVOICE RSCrental.cam • 800.222.7777 - ------ --- - ------- - - - - - Inv# 48409379-000 Cust# ** CASH ** PO# Job: 8899 NE NASHUA AVE, OTSEGO y I)elsOr#tion 1 712293 CC: 340-1340 Make: ATLASCOPCO Model: XAS185JDHH Ser #: USA021368 SALES ITEMS: ............................ _............ ................ ._........................................ .. 18it7`NUtfIb�M L?SCription ............................... 1 MIR MAKE IT RIGHT SERVICE AGREEME POWERTRAIN SERVICE AGREEMEP ............ *** EQP MSG *** CONDITIONS" AND AGREE THAT THE EQUIPMENT PURCHASED IS SUBJECT TO SUCH ==> INITIAL .......... 8703.28 1 8703.28 55.03 1 55.03 20.79 1 20.79 74.29 1 74.29 EA 49.000 1 49.00 CONTINUED IF THE EQUIPMENT DOES NOT MULTIPLE SHIFTS RSC EQUIPMENT RENTAL, INC. CUSTOMER IS RESPONSIBLE CUSTOMER IS SOLELY RESPONSIBLE WORK PROPERLY, NOTIFY THE OR OVERTIME BILLS FOR TIME OF POSSESSION FOR REFUELING, TIRE FOR THE SAFE USE, MAINTENANCE OFFICE or CALL 1-800-222-7777 RATES MAY APPLY INCLUDING HOLIDAYS DAMAGE AND REPAIR AND SAFEKEEPING OF EQUIPMENT THIS RENTAL AND SALES AGREEMENT CONSISTS OF THIS PAGE, THE TERMS AND CONDITIONS ON THE REVERSE SIDE, AND WHERE APPLICABLE, THE LDW PROGRAM, WHICH TOGETHER CONSTITUTE THE ENTIRE AGREEMENT OF THE PARTIES RELATING TO THE SALE OR RENTAL OF THE EQUIPMENT, SERVICES OR ACCESSORIES DESCRIBED ABOVE. PLEASE READ CAREFULLY THE TERMS ON BOTH THE FRONT AND BACK OF THIS PAGE. This agreement is effective upon the earlier of Customer's signature below or delivery of the Equipment, either of which constitute Customer's acknowledgement that Customer has read and accepted the terms and conditions of this agreement. THE EQUIPMENT IS BEING RENTED OR SOLD "AS IS" WITHOUT WARRANTY OF ANY KIND. All Equipment is available for sale at all times, even while on rent. r,= CUSTOMER SIGNATURE DATE NAME PRINTED DELIVERED SY UAIL CUSTOMER ACKNOWLEDGES RECEIPT OF SAFETY DOCUMENTS AND UNDERSTANDS ALL APPLICABLE SAFETY AND OPERATING INSTRUCTIONS. RSCrental.cam • 800.222.7777 - ------ --- - ------- - - - - - Inv# 48409379-000 Cust# ** CASH ** PO# Job: 8899 NE NASHUA AVE, OTSEGO y I)elsOr#tion 1 712293 CC: 340-1340 Make: ATLASCOPCO Model: XAS185JDHH Ser #: USA021368 SALES ITEMS: ............................ _............ ................ ._........................................ .. 18it7`NUtfIb�M L?SCription ............................... 1 MIR MAKE IT RIGHT SERVICE AGREEME POWERTRAIN SERVICE AGREEMEP ............ *** EQP MSG *** CONDITIONS" AND AGREE THAT THE EQUIPMENT PURCHASED IS SUBJECT TO SUCH ==> INITIAL .......... 8703.28 1 8703.28 55.03 1 55.03 20.79 1 20.79 74.29 1 74.29 EA 49.000 1 49.00 CONTINUED IF THE EQUIPMENT DOES NOT MULTIPLE SHIFTS RSC EQUIPMENT RENTAL, INC. CUSTOMER IS RESPONSIBLE CUSTOMER IS SOLELY RESPONSIBLE WORK PROPERLY, NOTIFY THE OR OVERTIME BILLS FOR TIME OF POSSESSION FOR REFUELING, TIRE FOR THE SAFE USE, MAINTENANCE OFFICE or CALL 1-800-222-7777 RATES MAY APPLY INCLUDING HOLIDAYS DAMAGE AND REPAIR AND SAFEKEEPING OF EQUIPMENT THIS RENTAL AND SALES AGREEMENT CONSISTS OF THIS PAGE, THE TERMS AND CONDITIONS ON THE REVERSE SIDE, AND WHERE APPLICABLE, THE LDW PROGRAM, WHICH TOGETHER CONSTITUTE THE ENTIRE AGREEMENT OF THE PARTIES RELATING TO THE SALE OR RENTAL OF THE EQUIPMENT, SERVICES OR ACCESSORIES DESCRIBED ABOVE. PLEASE READ CAREFULLY THE TERMS ON BOTH THE FRONT AND BACK OF THIS PAGE. This agreement is effective upon the earlier of Customer's signature below or delivery of the Equipment, either of which constitute Customer's acknowledgement that Customer has read and accepted the terms and conditions of this agreement. THE EQUIPMENT IS BEING RENTED OR SOLD "AS IS" WITHOUT WARRANTY OF ANY KIND. All Equipment is available for sale at all times, even while on rent. r,= CUSTOMER SIGNATURE DATE NAME PRINTED DELIVERED SY UAIL CUSTOMER ACKNOWLEDGES RECEIPT OF SAFETY DOCUMENTS AND UNDERSTANDS ALL APPLICABLE SAFETY AND OPERATING INSTRUCTIONS. Quote # 3480580 June 22, 2011 CITY OF OTSEGO 8899 NE NASHUA AVE OTSEGO, MN 55330 Dear BRAD BELAIR, Thanks for the opportunity to provide rental solutions for your project. The item(s) we discussed that are best suited to support your efforts are as follows: nse Equipment Rental RSCrental.com • 880.222.7777 RSC Equipment Rental Loc 320 2340 FERNBROOK LANE NORTH PLYMOUTH, MN 55447 763-557-1234 Based on the estimated Start Date of 6/22/11, 11:38 AM and estimated Return Date of 7/20/11, 11:38 AM, a comprehensive quote is listed below. All rates quoted are per unit. Estimated Rental Amount. . . 1,439.60 Delivery Service . . . . . . 115.00 Pickup Service . . . . . . . 115.00 Environmental Recovery Fee . 8.00 LDW Assurance 14%. . . . . . 201.54 Sales Tax. . . . . . . . . . 122.06 Total Quote Amount 2,001.20 Note: Quote is valid for 30 days from date issued. Additional fees and charges such as overtime, fuel replenishment, and customer damage may apply. LDW and Sales Tax will be waived if exemption certificates are submitted. At RSC, our priority is solving your business needs with the right equipment, at the right place, at the right price. We are committed to providing products and services that are of superior quality and value. This commitment is backed through our: - National network of 450 plus locations offering $2.5 billion in rental fleet, equipment, tools and inventory - Commitment to safety, reliability, and integrity in all that we do - Young, well-maintained fleet backed by industry-leading service, with a focus on preventive maintenance over 9896 - On Time Delivery measurements using satellite tools and tracking, resulting in 95% plus performance - Dedicated in-house care, including live 24/7 customer support (1-800-222-7777) in addition to on-line management tools at RSCrental.com - Local expertise, knowledge, and support through our committed team of RSC professionals we deliver more than equipment. We deliver a better way of doing business, and stand ready to assist with your equipment needs. Sincerely, Customer Signature Christopher Miller Sales Representative Qty Daily Weekly 4 -Week AIR COMPRESSOR -DSL -80-185 CFM 1 136.85 399.90 899.75 AIR HOSE -3/4" X 50' 1 9.95 28.95 55.95 AIR BREAKER -80-90 LB 1 53.00 145.00 380.00 POINT -60-90 LB BREAKER 1 7.95 15.95 33.95 SPADE -60-90 LB BREAKER 1 13.95 35.95 69.95 Based on the estimated Start Date of 6/22/11, 11:38 AM and estimated Return Date of 7/20/11, 11:38 AM, a comprehensive quote is listed below. All rates quoted are per unit. Estimated Rental Amount. . . 1,439.60 Delivery Service . . . . . . 115.00 Pickup Service . . . . . . . 115.00 Environmental Recovery Fee . 8.00 LDW Assurance 14%. . . . . . 201.54 Sales Tax. . . . . . . . . . 122.06 Total Quote Amount 2,001.20 Note: Quote is valid for 30 days from date issued. Additional fees and charges such as overtime, fuel replenishment, and customer damage may apply. LDW and Sales Tax will be waived if exemption certificates are submitted. At RSC, our priority is solving your business needs with the right equipment, at the right place, at the right price. We are committed to providing products and services that are of superior quality and value. This commitment is backed through our: - National network of 450 plus locations offering $2.5 billion in rental fleet, equipment, tools and inventory - Commitment to safety, reliability, and integrity in all that we do - Young, well-maintained fleet backed by industry-leading service, with a focus on preventive maintenance over 9896 - On Time Delivery measurements using satellite tools and tracking, resulting in 95% plus performance - Dedicated in-house care, including live 24/7 customer support (1-800-222-7777) in addition to on-line management tools at RSCrental.com - Local expertise, knowledge, and support through our committed team of RSC professionals we deliver more than equipment. We deliver a better way of doing business, and stand ready to assist with your equipment needs. Sincerely, Customer Signature Christopher Miller Sales Representative RSC EXTENDED SERVICE AGREEMENT TERMS AND CONDITIONS Capitalized terms not defined herein are as defined in the Terms and Conditions of Rental and Sale (the "Sale Agreement") between you and RSC Equipment Rental, Inc.. In return or —your payment for this RSC Service Agreement related to the Make It Right Program ("Make It Right Program") and/or the Powertrain Coverage Program ("Powertrain overage rogram', to ether with the Make It Right Program, the rog�rams", rlram" and subject to the terms and conditions of this_T Terveat a To ice Agreemen e "A rem")RSC Equipment Rental, Inc., an Arizona corporation and you hhereby agree as follows: 1. SCOPE OF PROGRAM. Customer may select the Make It Right Program and/or the ower rainoverage Program for the price set forth on the Sale Agreement. Based on the Program selected by Customer, RSC will repair the Equipment covered under such Program that is outside the manufacturer's base warranty period if a defect in materials or workmanship is found in the Equipment under normal use and service. RSC's obligations shall be limited to payment for the cost of replacement parts and labor for repairs under this Agreement which repairs and parts replacement shall be made by RSC or by a service center authorized and approved by RSC (each an "RSC Service Center"). As used herein "a defect in materials or workmanship" means the sudden and unforeseen failure of a part arising from any permanent mechanical or electrical or electronic defect, causing a sudden stoppage of its function, necessitating immediate repair or replacement before its normal operation may be resumed. If the cost of the repair of the Equipment exceeds 50% of the purchase price set forth on the Sale Agreement (the "Purchase Price"), RSC has the right, in its sole discretion, to: (i) repair the Equipment; (ii) purchase the Equipment from the Customer at an amount equal to the fair market value of the Equipment; or (iii) replace the Equipment with equipment of substantially equal features, taking into consideration the age, usage and wear and tear of the Equipment. Certain classes of equipment are not eligible for the Programs. Please contact an RSC representative for more details on equipment eligible and not eligible for the Programs. 2. EXTENDED SERVICE. The Programs are provided only for the Equipment purchased or business purposes, and the Programs shall not cover any Equipment that is for personal, family or household use. Services provided under the Programs are limited to repairs to Equipment covered under the Programs made by an RSC Service Center, including the cost of replacement parts and labor for repairs, as approved by RSC, if a defect in material or workmanship is found in the Equipment under normal use and service. All services and repairs provided by RSC shall be performed during normal business hours of RSC. WITH RESPECT TO ANY REPLACEMENT PART UTILIZED BY RSC IN CONNECTION WITH A REPAIR HEREUNDER, RSC MAKES NO WARRANTY OF MERCHANTABILITY OR FITNESS OF THE EQUIPMENT OR ANY PART THEREOF FOR A PARTICULAR USE OR PURPOSE. RSC NEITHER OFFERS NOR PROVIDES TO CUSTOMER ANY WARRANTY, EXPRESS OR IMPLIED, FOR ANY PART OR OTHER ITEM, WHETHER OR NOT SEPARATELY WARRANTED BY SUCH PART'S MANUFACTURER. For the avoidance of doubt, the Equipment and the Customer are subject to the terms of Sale Agreement, including without limitation, Section 111 (Disclaimer of Warranty; Limitation of Liability of the Sale Agreement). 3. EXCLUSIVE REMEDY. THE REMEDIES OF HAVING A DEFECT IN MAIERIAL UK VVURTMFANSHIP REPAIRED, OR HAVING DEFECTIVE MATERIALS REPLACED, AT AN RSC SERVICE CENTER UNDER THE TERMS AND CONDITIONS OF THE RESPECTIVE PROGRAM ARE CUSTOMER'S SOLE AND EXCLUSIVE REMEDIES UNDER SUCH PROGRAM AND ARE IN LIEU OF ANY OTHER REMEDY OR REMEDIES OTHERWISE AVAILABLE. 4. LIMITED LIABILITY. IN NO EVENT SHALL RSC BE RESPONSIBLE FOR ANY INDIRECT, SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES. LIABILITY FOR ANY CLAIM UNDER THE PROGRAMS IS LIMITED TO THE MARKET VALUE OF THE EQUIPMENT ON THE DATE OF THE CLAIM. 5. CUSTOMER ELIGIBILITY. To be eligible for a Program the Customer must have: a pe orme or caused to be performed all required maintenance on the Equipment in accordance with the manufacturer's service instructions and at the intervals recommended by the manufacturer; (b) operated the Equipment within its rated capacity as specified in the Equipment's manufacturer's operator's manual, (c) complied with the terms and conditions of such Program, (dj elected and paid for such Program concurrently with the purchase of the egwpment from RSC; and (e) notified RSC promptly after the occurrence of any failure for which the Customer is making a claim. 6. TERM. 6.1 Make It Right Program. When the Make It Right Program has been seled e on e ace o e z5ale Agreement, the term shall be for a period ending on the earlier of (x) the date 30 days following the purchase of the Equipment from RSC, and (y) the date on which the Equipment has been operated for 160 hours. The following list of components are excluded from coverage: parts designed to be replaced periodically or consumed during the life of the Equipment (including, but not limited to, batteries, tires, bits, brakes, cosmetic items, paint, customer comfort items, water hoses and lights); undercarriage; cab glass; cable (winch); forks and exhaust system. Powertrain Coverage Program. When the Powertrain Coverage Program has been se ec a on a ace o e Sale Agreement, the term shall be for a period ending on the earlier of (x) the date 180 days following the purchase of the Equipment from RSC and (y) the date on which the Equipment has been operated for 1000 hours. The powertrain Coverage Program is not inclusive of the Make It Right Program, and only covers repairs to the Equipment related to ma or engine failure, major transmission failure, differential/final drive, dif�erentialinal drive (hydrostatic units) for hydraulic pumps and motors only, and drive line (axle shaft only and excluding universal J)ints); provided, however, the list of components excluded under the Make It Right ;Program are also excluded under the Powertrain Coverage Program. 7. LIMITATIONS AND EXCLUSIONS. 7.1 The Programs shall not include or extend to: (i) failure of the Equipment due to operation under conditions other than those for which it is intended or designed; (ii) installation or setup costs; (iii) periodic checkups and/or maintenance; (iv) loss of use of the Equipment; (v) loss or damage resulting from the failure to properly service or maintain the Equipment; (vi) normal wear and tear that does not constitute a defect in materials or workmanship; (vii) repairs related exclusively to noise, such as rattles and squeaks, (viii) repair or replacement of non-functional parts and accessories; (ix) failure arising from the use of attachments not approved by the manufacturer or incorrect connections; (x) failure arising from abuse, misuse, neglect or illegal or improper speeding, storage, starting, warm-up or shutdown practices; (xi) severe or excessive usage; (xii) failure arising from use of incorrect or contaminated fuel, oil or other fluids; (xiii) failure of the Equipment, their implements or attachments caused by improper field application or overloading beyond the manufacturer's specifications, (xiv) severe duty applications, including, but not limited to, the use of Equipment in a nuclear facility, forestry industry, logging or tree removal operations, debris removal, near explosives or hazardous materials, oil spill clean-up operation or environmental recovery operation; (xv) failure arising from external causes (including fire, theft, accidents, vandalism, rollover, collisions and an object impact damage, insects, animals, sand, direct exposure to weather conditions, windstorm, hail, lightening, earthquake, act of God, explosion, flood, water, consequential loss of any nature or abnormal variation of electrical or water supply); or (xvi) loss or damage occasioned by or happening through war or invasion or act of foreign enemy hostilities, terrorism, civil war, rebellion, insurrection, riot, strike, labor disturbance, lockout or civil commotion. 7.2 DELAY. In no event shall RSC be liable for consequential damages or delay in rendering service under the Programs, demurrage or loss of use during the period that the Equipment is at an authorized repair center or otherwise awaiting the delivery of applicable parts. 7.3 CUSTOMER RESPONSIBILITY. Customer shall be responsible for the costs 9t all preventative maintenance recommended by the manufacturer to maintain the Equipment in good operating condition and for charges for services performed by RSC where no problem can be found. In addition, the Customer shall be responsible for any and all costs and expenses in returning the Equipment to the RSC Service Center for service to be performed. 8. GENERAL TERMS. 8.1 ENTIRE AGREEMENT SEVERABILITY. The terms and conditions set out herein superse a an replace any and all agreements, representations, understandings, and terms and conditions whatsoever made by any party whatsoever prior to the issuance hereof to the Customer and contain the entire understanding of the Customer, and all other parties named herein, with respect to the subject matter hereof. The unenforceability of any term or condn set out herein shall not be construed to limit the enforceability of any other term or condition set out herein. The waiver or non -enforcement by a party named herein, other than the Customer, of a right, requirement, term or condition set out herein shall not operate in law or in equity to prevent such party from later enforcing such rights, requirements, terms or conditions. 8.2 TRANSFERABILITY. The Programs are for the benefit of the Customer and is not transterabFe—. Customer may not assign this Agreement without RSC's prior written consent. 8.3 GOVERNING LAW. If this Agreement is entered into between the parties in the United States of America, this Agreement and the Programs are governed by Arizona law, any dispute between the parties will be resolved under Arizona law and in Maricopa County, Arizona, and Customer consents to Jurisdiction and venue in Mancopa County. If this Agreement is entered between the parties in Canada, this Agreement and the Programs are governed by the law of the province of Alberta, any dispute between the parties will be resolved under Alberta law, and Customer consents to jurisdiction and venue in Alberta, Canada. 8.4 MISCELLANEOUS. If this Agreement is entered into in Canada, Customer represen s an warrants to RSC that the Customer is entering into this Agreement only for business or commercial purposes and not for personal, family, household, or farming purposes, or in connection with the operation of a farm, ranch or feedlot, and the Equipment will not be used for such purposes. Customer consents to the collection and use of personal information by RSC, its affiliates, agents or service providers for any purpose permitted by law. Brad Belair From: Christopher.Miller@RSCrental.com Sent: Thursday, June 23, 2011 7:27 AM To: Brad Belair Subject: New Air Compressor Hello Brad, Thank you for the opportunity to work with you and the City of Otsego. Here is the quote for a new Atlascopco air compressor with the "Cold Weather" kit: Model: RSC Net Price: Plus: Tax Delivery $105.00 XAS 185 JD7 PE (HH) $ 13,528.00 - this unit will include a block heater, a heavy duty battery, and synthetic oil The lead time on this unit is approximately 4 weeks. After looking at the units available and shipping costs, the unit #712293 form Iowa is the best value I have at this time. The unit #717176 from Fargo would be only $200.00 less with the shipping costs and has over 1600 more hours. Please let me know if you have any questions, I should have you set up to go next week. I will also forward you a rental quote on the package. Best regards, Chris Miller Outside Sales Representative RSC Equipment Rental (Store 320) 2340 Fernbrook Lane North Plymouth, MN 55447 USA Phone: (763) 557-1234; Fax: (763) 509-2350 Cell: (612) 328-3153 Christopher.Miller(@RSCrental.com htto://www.RSCrental.com RSC is committed, 24 x 7, to solving your equipment rental needs. Our dedicated, talented and passionate people are empowered to provide you with premier products and innovative services. We are your trusted partner every step of the way, delivering the loyal customer support you need to build the future. ITEM 6.7 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPC@PlanningCo.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 22 June 2011 RE: Otsego — Vintage Golf; Liquor violation TPC FILE: 101.01 BACKGROUND The City Council at their meeting on June 13, 2011 considered possible penalties for Vintage Golf for failing an alcohol compliance check conducted by Wright County Sheriff's Office and Wright County Department of Public Health. Vintage Golf owner Chris Bulow appeared at the meeting and requested that the City Council reduce the scheduled fine set forth by Section 7-3-11.13.2 of the City Code. Mr. Bulow is also the owner and liquor license holder for Riverwood National. The City Council tabled action on the matter to their meeting on June 27, 2011 and requested City staff provide additional information. Exhibits: A. Resolution 2011- 26 Analysis Best Practice Training. Wright County recommends best practices training for employees every year, but at the very least every two years. Wright County has offered training classes eight times in 2011. On May 11, 2011, five employees of Vintage Golf or Riverwood National attended the training session. The employee that failed this most recent compliance check last has not previously completed training with Wright County but did attend a training session on June 21, 2011 along with six other Vintage Golf or Riverwood National employees. Wright County staff indicate that they are willing to provide the training class at any location if the business(es) is willing to pay the $200 cost. When the City Council last reviewed the liquor ordinance violation penalties in 2008, the businesses involved in those discussions (including Mr. Bulow) indicated they would look at cooperating to hold the training courses. Past Violations. Below is a summary of liquor compliance violations for the within the past five years. As noted, Vintage Golf Course was penalized for a violation in 2006 and Riverwood National has had two previous violations in 2008 and 2009. ESTABLISHMENT DATE VIOLATION PENALTY $1,000.00 None 2" Holiday Inn 10-23-06 1st $2000 fine & Best Practices Training $2,000.00 Three 3) days 4 Riverview Li ourette 5-12-06 1st $250 fine & Best Practices Training $2,000.00 10-23-06 2" within 2 yrs $2000 fine, Best Practices Training & 1 day suspension 12-8-08 1st $2000 fine & Best Practices Training Godfathers 11-26-07 1st $700 fine & Best Practices Training Riverwood National 11-24-08 1st $1000 fine & Best Practices Training 10-26-09 2" within 2 yrs $2000 fine, Best Practices Training & 1 day suspension Vintage Golf Course 5-12-06 1st $250 fine & Best Practices Training Penalties. The City Council amended the City Code on 6 August 2006 to adopt a schedule of penalties for violation of any statute, regulation or ordinance relating to alcoholic beverages including but not limited to failed compliance checks. After input regarding the schedule from Otsego businesses (including Mr. Bulow), the schedule was amended to its current form on 8 December 2008 to read as follows: The civil penalty and/or suspension imposed may, at the City Council's discretion, be based upon, but not to exceed the following guidelines related to the licensee's total number of violations within the preceding two (2) year period as follows: Violation Civil Fine Suspension 1S $1,000.00 None 2" $2,000.00 One 1 da 3� $2,000.00 Three 3) days 4 $2,000.00 Five 5 days 5 or more $2,000.00 Seven(7)days The intent of the schedule is to standardize the imposition of civil penalties when a violation occurs within the authority allowed the City Council. The City Code does allow the City Council discretion on the penalties if extenuating circumstances exist. The City can only by Statute hold the business responsible for a violation of their liquor license with a suspension of up to seven days and/or a fine of up to $2,000. However, the City Council adopted the penalty schedule with the understanding that there would also be penalties for the employee. The decision to prosecute the employee of a business holding a liquor license for a liquor violation is the jurisdiction of the Wright County Sherriff and/or Wright County Attorney. Citation of an employee for a liquor violation is a criminal gross misdemeanor punishable by up to one year in jail and/or a fine of up to $3000.00. 2 RECOMMENDATION This is Vintage Golfs first violation within the last two year period which is scheduled as a $1,000 fine and best practices training in accordance with Section 7-3-11.B of the City Code. Wright County did not cite the server that failed the compliance check. There appear to be no extenuating circumstances regarding the liquor license compliance check violation by Vintage Golf Course on. As such, City staff recommends the City Council adopted Resolution 2011-26 imposing a fine of $1,000 and completion of best practices training. POSSIBLE ACTIONS A. Motion to approve Resolution 2011-26 imposing a fine of $1,000 for the first violation within a two (2) year period and completion of best practices training for violation for a failed liquor license compliance check in accordance the City Code. B. Motion to table. C. Tami Loff, City Clerk Gary Groen, Finance Director Andy MacArthur, City Attorney 3 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2011-26 RESOLUTION IMPOSING A CIVIL PENALTY ON VINTAGE GOLF COURSE WHEREAS, the Wright County Sheriff's Department, along with Wright County Public Health Staff, conducted alcohol compliance checks within the City of Otsego; and WHEREAS, Wright County has informed the City by letter that Vintage Golf Course failed the alcohol compliance check; and WHEREAS, Wright County Public Health, along with the State of Minnesota Department of Public Safety strongly recommends that the City issue a penalty to the license holder; and WHEREAS, the City Council has authority granted to it under the provisions of Section 340A.415 of Minnesota Statutes to either revoke the license or permit, suspend the license or permit for up to 60 days, impose a civil penalty of up to $2,000.00 for each violation, or impose any combination of these sanctions; and WHEREAS, the City Council finds that the imposition of a civil penalty is necessary to send a message to the liquor establishments located within the City of Otsego that said liquor establishments must prevent the sale of alcohol to minors. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Otsego, Wright County, Minnesota that it does hereby impose a civil penalty upon Vintage Golf Course in the amount of $ 1,000.00; and BE IT FURTHER RESOLVED by the Otsego City Council that the ownership of Vintage Golf Course is hereby directed to provide Best Practices Training in proper alcohol sales to its staff within sixty (60) days of the date of this resolution. Failure to pay the penalty and complete the required training within the sixty (60) days may result in suspension of the liquor license pursuant to City Ordinance. ADOPTED this 27th day of June, 2011 IN FAVOR: CITY OF OTSEGO Jessica Stockamp, Mayor Tauri Loff, City Clerk ITEM 8_1 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TP0'_iD Plan ni ngCo. com TTA 1:4 6 M ZT-11 I!Ibill TAI TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 23 June 2011 RE: Otsego — Otsego Jamfest 2011 TPC FILE: 101.01 BACKGROUND Denny's, Holiday Inn and Rockwoods Bar and Grill are planning a second Otsego Jamfest. The event is expanded to two days to be held August 5 and 6. The event will again be held in the parking lots of the three businesses. A complete listing of events, activities and entertainment is planned and described in the sponsor's memorandum and includes a music concert on Friday evening. Otsego Jamfest requires a special event permit pursuant to Chapter 7, Section 5 of the City Code. Fxhibits- A. Event memorandum B. Special Event Permit ANALYSIS Hours. The event hours are scheduled from 4:00 PM to Midnight on Friday and Noon to Midnight on Saturday. Security. The organizers have met with the Wright County Sheriff's Office regarding event security. Wright County Sheriff's Deputies will be on duty but are responsible only for security off site. The operators have staff and contracted security within the site and security measures in place regarding the serving of alcohol. These measures were effective at ensuring necessary crowd control last year and City staff expects no issues this year. Site Plan. The organizers did not provide a site plan for this years' event. The narrative describes the orientation of the stage has been changed to face more southeast. A site plan should be submitted and be made subject to review and approval by City staff. Parking. The organizers are utilizing the agricultural property at the north end of Quaday Avenue for event parking again this year. No parking will be allowed on City streets or CSAH 39 and CSAH 42, which will be enforced by the Wright County Sheriff's office. 5K Race. The Ava Inspired 5K race held last year at Prairie Park is being included as part of the Jamfest activities and will be held on Saturday. City staff has provided a map for a race route to/from Otsego County Park that has only one crossing point of CSAH 42/Parrish Avenue at Park Avenue. The race organizers are also in contact with the Wright County Sheriff's office regarding traffic control. Theis discussion of including a raffle as part of the 5K race, which would need to comply with Chapter 7, Section 12 of the City Code. Signs. The narrative includes no description of event signage at the location. There are banners on the Rockwoods building and a freestanding portable sign that has been located on the Denny's property. The banner signs would be allowed with approval of a permit. The portable freestanding sign is no allowed by the Sign Ordinance and must be removed. Insurance. The organizers must provide evidence of appropriate insurance coverage for the event. The insurance is subject to review and approval of the City Engineer. RECOMMENDATION City staff recommends approval of a special event permit for Otsego Jamfest 2011 as outlined below. POSSIBLE ACTIONS A. Motion to approve a special event permit for Otsego Jamfest 2011 subject to the following conditions: The outdoor event hours (not including setup/take down) shall be limited to: a. Friday, 5 August 2011: 4:OOPM to Midnight b. Saturday, 6 August 2011: Noon to Midnight 2. The organizers shall provide a site plan for activities on and off site that shall be subject to review and approval of City staff. 2 3. The location and orientation of the music stage shall be shown on the site plan and is subject to review and approval by City staff. 4. Written permission from the property owner shall be submitted for all overflow off-street parking areas not owned by the organizers. 5. The route of the 5K run shall be subject to review and approval by City staff. 6. Event security, traffic control and emergency medical service shall be subject to review and approval of the Wright County Sheriff and City staff. 7. On -sale liquor shall comply with Chapter 7, Section 3 of the City Code. 8. Any raffle or other gambling shall comply with Chapter 7, Section 12 of the City Code. 9. The organizers shall provide documentation of insurance coverage in amounts as determined necessary by the City Attorney. 10. All event signs shall comply with Section 37 of the Zoning Ordinance including issuance of a sign permit. a. The existing temporary portable sign upon the Denny's property shall be removed immediately or be subject to Administrative Citation. B. Motion to table. C. Tami Loff, City Clerk Gary Groen, Finance Director Sandy Lindenfelser, Special Licensing Andy MacArthur, City Attorney Sgt. Peter Walker, Wright County Sheriff's Office Brad O'Leary, Rockwoods Bar and Grill 3 Memo to City of Otsego: From the "Otsego Jam fest " Contact: Bradley O'Leary 763-464-3964 Event Website: Otsego waterfront Jamfest.com 4-6-2011 Detailed outline on events associated with the 2nd annual "Otsego waterfront jam fest". Friday August 5th 2011 Saturday August 6th 2011 * Start of event will be 4pm the 5th of August — Bands will finish by midnight * Start of event will be 12 noon on the 6th — "High -n -Mighty" * Bands will include — "Jug", "Marshall Tucker", and "Travis Tritt". * Kids play area will be on Saturday — noon until Spm * 5 k race will be Saturday Morning * Canoe Race will be Saturday Morning * Parking will be handled by our volunteer's and local business associate * local vendors will be handling all food * Fencing will be 6 feet high and will surround entire alcohol sales area and the venue. Wrist bands will be used to differentiate minors and persons of legal drinking age. (We will be utilizing a great electronic ID system). * Porta -potty's will be servicing 12-18 units for the event. Also they will service a hand washing system that day. * Security will be two parts, Jam fest will have 8 private security members along with Wright county sheriff's department will be sending support also. *We have contacted several local emergency services and are currently awaiting confirmation on their ability to stage from the event location throughout day. *Great volunteer collation for clean up during and after event in local area. *Insurance will be handled the same way as last year. The three ownerships have coverage of entire event. *Lighting will be handled by the staging company to assure a safe entrance and exit of event. *We have contacted local fire department to again have a major presence at event. *Noise should be much less with the configuration of the stage as to be directed at bridge. *Alcohol consumption will be well supervised as in the past event. MAIN PRIORITY FOR SECURITY. CITY OF 6-23-11 0 T S E G 0 WRIGHT COUNTY, MINNESOTA SPECIAL EVENT PERMIT APPLICANT: Holiday Inn / Rockwoods Bar and Grill / Otsego Denny's APPLICATION: Request for approval of special event permit for Otsego Jamfest 2011. CITY COUNCIL MEETING: 27 June 2011 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. Requests for special event permits are subject to the provisions of Chapter 7, Section 5 of the City Code. B. The event memorandum dated 6 April 2011 submitted by Mr. Brad O'Leary is incorporated herein. C. The memorandum dated 23 June 2011 prepared by the City Planner,The Planning Company LLC, is incorporated herein. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: 1. The outdoor event hours (not including setup/take down) shall be limited to: a. Friday, 5 August 2011: 4:OOPM to Midnight b. Saturday, 6 August 2011: Noon to Midnight 2. The organizers shall provide a site plan for activities on and off site that shall be subject to review and approval of City staff. 3. The location and orientation of the music stage shall be shown on the site plan and is subject to review and approval by City staff. 4. Written permission from the property owner shall be submitted for all overflow off-street parking areas not owned by the organizers. 5. The route of the 5K run shall be subject to review and approval by City staff. 6. Event security, traffic control and emergency medical service shall be subject to review and approval of the Wright County Sheriff and City staff. 7. On -sale liquor shall comply with Chapter 7, Section 3 of the City Code. 8. Any raffle or other gambling shall comply with Chapter 7, Section 12 of the City Code. 9. The organizers shall provide documentation of insurance coverage in amounts as determined necessary by the City Attorney. 10. All event signs shall comply with Section 37 of the Zoning Ordinance including issuance of a sign permit. a. The existing temporary portable sign upon the Denny's property shall be removed immediately or be subject to Administrative Citation. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the City Council of the City of Otsego this 27th day of June, 2011. Tami Loff, City Clerk 2 CITY OF OTSEGO By: Jessica Stockamp, Mayor ITEM 8-2 OTSEGO HERITAGE PRESERVATION COMMISSION Summary Report on the StEPs Program May 31, 2011 The OHPC received a grant of $1945.00 on August 18, 2010 from Legacy Funds, administered through the Minnesota Historical Society. This grant funded StEPs, a Standards and Excellence Program which is an assessment program for small and medium-sized history museums, historic houses, historic sites and history organizations. It was created by the American Association for State and Local History (AASLH) to encourage awareness and achievement of national standards. The grant also provided a one year membership in the AASLH and funds to hire a consultant to take us through the six areas of competencies in the program. After reviewing recommendations and proposals, Commissioners chose Heather Koop, a historian with an 18 -year employment with the Minnesota History Center who also had executive experience at various regional historical sites such as the Hill House and the Kelley Farm near Elk River as well as assessment for the MN state legislature. The Commissioners met with Heather Koop on the following dates: November 9, 2010, 1.5 hours; (December meeting cancelled due to weather), January 11, 2011, 1.5 hours; February 19, 10am-fpm; [March 8, 2011 the OHPC met with Mayor Stockamp and not Heather to review proposed collection policy forms to forward to the City Attorney for review], March 19, 10am to fpm; and our last meeting with Heather was on April 30, gam- noon. City Planner Dan Licht attended all of the meetings with Ms. Koop and Mayor Stockamp attended the first two meetings. Commissioners Ron Black, Chris Wilson, Toni Seroshek and Gail Anderson attended all the meetings, Commissioner Shirley Isaacson attended the November 9, 2010 meeting after which she resigned, and Laura Schroeder attended on February 19, 2011 and March 8, 2011 as a guest. Our six topics of focus were: mission, vision, governance; audience (marketing, PR, community relations); interpretation (programming, exhibits, publications); stewardship of collections; stewardship of historical structures and landscapes and management (fundraising, long term sustainability, records management.) 1 We concluded with a strategic planning session which identified our priorities in the short term and the long term. Results of Our Studies 1. All Commissioners reviewed the existing By-laws and Ethics laws regulating our Commission. These laws were deemed appropriate and up-to-date. 2. Commissioners wrote anew Mission Statement and Vision statement to be submitted to the City Council for endorsement or revision. (attached) 3. We identified who our current and potential audiences are. (attached) 4. Commissioners reviewed our current collections policy and replaced it with six forms generated from uncopyrighted materials from an AASLH online course on collections; we modified these for our organization, approved them and submitted them to the City Attorney for review. (approved forms attached) 5. Commissioners visited and discussed at length the McDonald house. Ms. Koop reinforced the quality of the studies of the McDonald house done in the past (Vogel Report "Intensive Survey & Evaluation of the McDonald - Peavey House in the City of Otsego, Minnesota dated July, 2004 and the Claybough Preservation Architecture report dated July 13, 2008.) Ms. Koop stated that "everything had been done right" in reviewing the status of the historic structure with quality historical preservation providers. Commissioners further reviewed the previous discussions that had been held between the City Council and the OHPC about moving the building to the Prairie City Park or to the site of the historic City Hall at the corner of CSAH 39 East and Nashua Avenue. Also it had been determined that moving the house from its original location would remove any possible funding for historic preservation. While we had suggested reuse possibilities at the Prairie Park or at the old City Hall, the City Council and the Park and Recreation Board were not favorably inclined to any relocation of the house to the sites suggested. The house's current placement so close to CSAH 39 East is not desirable for safety reasons and for future road expansion. The Commissioners concluded that, while the OHPC thinks that the McDonald house is a very significant marker of our City history and that there could be viable alternative reuse strategies, the City Council is not supportive of putting any resources into such a strategy. It was decided that the OHPC acknowledge the City Council's position and request that: 1) Possible toxicity (asbestos, mold, lead paint) of working with the house be first determined; 2) If no toxicity exists, the University of MN or State Cloud State University Archeology departments or IMA be contacted to conduct a methodical deconstruction and cataloguing of the McDonald/Peavey house and grounds. It would be a wonderful opportunity for local residents, including children, to become involved in an educational opportunity. Also, if no toxicity exists and if there is sufficient interest and expertise involved, a methodical system of deconstruction could be employed so that the building could possibly be stored and reconstructed at another site in the future. 3) If toxicity exists, the McDonald/Peavey house would be destroyed. Strategic Planning Process Ms. Koop led the Commissioners through a prioritizing exercise and we arrived at the two following short term priorities: 1) Develop interpretative signage to be placed at Prairie Park at the enclosed end of the windbreak structure. Signage should be significant in scope and size and should contain pertinent and attention -worthy information (pictures, grid, etc.) possibly of early Otsego including the McDonald house, Methodist parsonage, school. Funding possibilities were discussed 3 including MHS, CLG, Legacy funding as well as City support including matching funding. We discussed investigating City signage standards, writing/editing, graphic design, composite graphics, embedded pictures. We should consider historical signage at other City parks as well. We discussed GPS tours and public events for unveiling signs involving historical figures or their relatives. 2) Inventory archival materials using a method which is easily migratable to other systems so that the materials could be properly stored and easily publicly accessed. A discussion followed about donating our archival materials to the Wright County Historical Society in Buffalo, MN or to the Sherburne Historical Museum in Becker, MN; that discussion will resume once the inventory is complete. 4 OTSEGO HERITAGE PRESERVATION COMMISSION COLLECTION POLICY The Otsego Heritage Preservation Commission (OHPC) operates under the authority of the city of Otsego, MN, which is a Certified Local Government. Its mission is to discover, preserve, interpret and communicate Otsego history and culture and to educate and enhance the community's connection and appreciation for each other, our present environment and our past legacy. To help serve that mission, OHPC: 1. collects and preserves archival material which illustrates the history and culture of Otsego; 2. arranges and describes these materials according to archival principles and makes them accessible to the public by prearrangement, unless access is restricted by legal requirements or written agreements with the donor; and 3. provides adequate and proper conditions for the storage, protection, and preservation of archival material. The OHPC retains the right to reproduce materials by mechanical, electronic, or photographic means for security, conservation, or research purposes. The OHPC will accept historical material including textual records, photographs, maps, plans, architectural records, and sound recordings and oral history tapes. Books, printed material, and electronically stored data will be accepted at the discretion of the OHPC. Artifacts cannot be accepted. (see Accession Form) The OHPC will only accept material on a permanent basis. Material may be acquired by gift, bequest, purchase or any other transaction that passes title of the material to OHPC. (see Deed of Gift) Material will not be loaned to other institutions, organizations, or individuals without written approval by OHPC and only if the borrower ensures adequate care and handling of the material on loan. If at anytime the OHPC determines that the material on loan is not being cared for adequately, the OHPC will cancel the loan and request immediate return of the material. Material acquired by the OHPC shall become the permanent property of the OHPC archives, and therefore, the city of Otsego, until such time as the OHPC deems it no longer relevant to the archives or if it deems the material outside of the collecting scope of the OHPC, in which case the material may be deaccessioned. Deaccessioning will not take place without the written approval of the OHPC. All information pertaining to the deaccessioning and disposition of the material will be retained in the archive record. (see Deaccessioning Policy and Forms) The OHPC will comply with the Minnesota Data Practices Act, when applicable. OTSEGO HERITAGE PRESERVATION COMMISSION COLLECTION POLICY The Otsego Heritage Preservation Commission (OHPC) operates under the authority of the city of Otsego, MN, which is a Certified Local Government. Its mission is to discover, preserve, interpret and communicate Otsego history and culture and to educate and enhance the community's connection and appreciation for each other, our present environment and our past legacy. To help serve that mission, OHPC: 1. collects and preserves archival material which illustrates the history and culture of Otsego; 2. arranges and describes these materials according to archival principles and makes them accessible to the public by prearrangement, unless access is restricted by legal requirements or written agreements with the donor; and 3. provides adequate and proper conditions for the storage, protection, and preservation of archival material. The OHPC retains the right to reproduce materials by mechanical, electronic, or photographic means for security, conservation, or research purposes. The OHPC will accept historical material including textual records, photographs, maps, plans, architectural records, and sound recordings and oral history tapes. Books, printed material, and electronically stored data will be accepted at the discretion of the OHPC. Artifacts cannot be accepted. (see Accession Form) The OHPC will only accept material on a permanent basis. Material may be acquired by gift, bequest, purchase or any other transaction that passes title of the material to OHPC. (see Deed of Gift) Material will not be loaned to other institutions, organizations, or individuals without written approval by OHPC and only if the borrower ensures adequate care and handling of the material on loan. If at anytime the OHPC determines that the material on loan is not being cared for adequately, the OHPC will cancel the loan and request immediate return of the material. Material acquired by the OHPC shall become the permanent property of the OHPC archives, and therefore, the city of Otsego, until such time as the OHPC deems it no longer relevant to the archives or if it deems the material outside of the collecting scope of the OHPC, in which case the material may be deaccessioned. Deaccessioning will not take place without the written approval of the OHPC. All information pertaining to the deaccessioning and disposition of the material will be retained in the archive record. (see Deaccessioning Policy and Forms) The OHPC will comply with the Minnesota Data Practices Act, when applicable. OHPC ACCESSION FORM Date Received Accession No. Title Originator Donor Name/Address Restrictions Location Total Size General Description and Condition of Material Specific Description of Material: Type Amount Type Amount ❑ Audio Recordings ❑ Photographs ❑ Bound Volumes ❑ Microfilm ❑ Storage Boxes ❑ Movie Film ❑ Newspapers ❑ Scrapbooks ❑ Maps ❑ Other Arrangement of Material: ❑ Alphabetic ❑ Chronologic ❑ Numeric ❑ Topical (Subject) ❑ Not Arranged ❑ Other Approximate Inclusive Dates Accessioned By Date Additional Comments OTSEGO HERITAGE PRESERVATION COMMISSION REFERENCE POLICY The OHPC archive materials are available to researchers and the public with prearrangement with the OHPC and with the city of Otsego for building access. An authorized representative of the OHPC must be present when the materials are being used. In addition: • All researchers and users are requested to register, providing their name, address, phone number, signature and list of archival material they will using. • All researchers and users will provide a photo ID that will be copied. • The OHPC retains the right to charge for any reproductions or copies made for researchers or others using the archive. • Coats, briefcases, backpacks, and personal books are not permitted in the archive area. • No ink of any kind may be used; use only pencils. • Computers may be brought into the archive area. Personal scanners are not permitted without specific advance permission in writing of the OHPC. • Smoking, eating, and drinking are prohibited. • All archival materials must be handled carefully; wear the provided white gloves; do not place books or volumes face down; do not lean or press on materials; do not trace maps or other records. • No material in the archives may be removed from the archive area. • It is the user's responsibility, not OHPC's, to obtain copyright clearance to publish or otherwise reproduce or distribute archival material. Whenever possible, OHPC will provide the names and addresses of copyright holders. • If publishing material from the archives of the OHPC collection, the user will credit the OHPC collection and include the accession number, title and date of the material. • The OHPC will comply with the Minnesota Data Practices Act, when applicable. OTSEGO HERITAGE PRESERVATION COMMISSION DEACCESSION POLICY AND FORMS Deaccessioning is the process of removing accessioned material from the collections of the OHPC. This process should be cautious, deliberate, and ethical. OHPC material includes archival textual material, photographs, and books. Deaccessioning Criteria: In all instances of potential deaccessioning, the historical significance of an object shall be considered of primary importance and will override any of the other criteria. Material from the OHPC's collections to be considered for deaccessioning must meet at least one of the following criteria: 1. The material is outside the scope of, or is irrelevant to the mission of the OHPC and its collection policies. 2. The material lacks physical integrity. (It is incomplete, broken, or in poor and unsalvageable condition). 3. The material has failed to retain its documentation or authenticity, or has been lost or stolen and remains lost for longer than two years. 4. The material is discovered not to be authentic. 5. The material is duplicate in that the OHPC's collections contain other examples of the same type of material which are sufficient or better -suited to the needs of the Commission. 6. The OHPC is unable to preserve the material properly. 7. The material has deteriorated to the degree that it cannot be used for exhibit or research purposes. 8. The material has doubtful potential use in the foreseeable future. 9. There exists a more appropriate repository for the material. 10. Compliance under a legal requirement. Application of Criteria: The OHPC is authorized to deaccession material from its collection based on the above criteria. Outside experts may be asked for advice as appropriate. The OHPC may appoint a deaccession committee to make these evaluations and recommendations to the Commission. Disposition: Documentation will be maintained by the OHPC on the disposition of all deaccessioned material or objects. Material or objects approved for deaccessioning from the OHPC's collections will be handled or disposed of in accordance with State statute or in one of the following six methods: 1. Sold at public auction or sale. 2. Exchanged with individuals, organizations, institutions, or other sources for objects needed in the collection. 3. Redesignated as prop or educational tool. 4. Transferred to another museum, library, archives, or public educational institution. 5. Returned to the donor or donor's family. 6. Destroyed. Conflict of Interest: Items from the OHPC collections shall not be given, sold, or otherwise transferred, publicly or privately, to employees or their immediate families or representatives. Items from the collections shall not be given, sold, or otherwise transferred, publicly or privately, to OHPC commissioners or their immediate families or representatives under any terms different from those extended to the general public. Proceeds: If sold, deaccessioned material from the OHPC's collections will be publicly auctioned. The OHPC may contract, as authorized by the city of Otsego, with a qualified appraiser to assure the best price. All proceeds resulting from the sale of deaccessioned material from the collections of the OHPC shall be deposited to the credit of the OHPC account with the city of Otsego to be used solely for the acquisition, conservation, or preservation of the OHPC's collections. Public Disclosure: In the event of an auction or sale, the OHPC will properly notify the public and its donors that items of the OHPC collections will be sold. A list of all materials and collections which have been deaccessioned from the collections within the past five years. DEACCESSION FORM Accession Number: Object Name: Provenance: Condition: Reason for Deaccession: Disposition: Sold at public auction or sale. Exchanged with individuals, organizations, institutions, or other sources for objects needed in the collection. Redesignated as prop or educational tool. Transferred to another museum, library, archives, or public educational institution. Returned to the donor or donor's family. Destroyed. Date Approved by Committee: Date Approved by OHPC: _ Signature of OHPC authorized representative: DEACCESSION CHECKLIST Accession Number: Initial and date as completed: 1. Deaccession Form filled out. 2. Certificate of Transfer of Title filled out. 3. Records updated, accession record and object record. 4. Donor file noted with "Deaccessioned." 5. Accession Forms noted with "Deaccessioned." 6. Number removed from object. 7. Deed of Gift noted with "Deaccessioned." 8. Deaccesion Form filed with Deed of Gift. 9. Certificate of Transfer of Title filed with Deed of Gift. 10. Deaccession Checklist filed in donor file. CERTIFICATE OF TRANSFER OF TITLE In accordance with the established policies of the OHPC and upon the directive of that Commission, the object(s) described below, which are accessions of the Commission, are hereby given, granted, and conveyed to the following: Organization or Individual: Address: City, State, Zip Code: Telephone: Description of Object(s) Transferred: Date Transferred from the OHPC: OHPC authorized representative signature: Date Accepted: Accepting Representative: DEED OF GIFT OTSEGO HERITAGE PRESERVATION COMMISSION 8899 Nashua Ave NE, Otsego, MN 55330 763-441-4414 Date Accession Number(s) Donor Street City/State/ZIP Contact Person Telephone / E-mail The donation has been received by the OHPC as a gift, and the owner or his agent with full authority, desiring to absolutely transfer full title by signing below, hereby gives, assigns, and conveys finally and completely, and without any limitation or reservation, the property described below to the OHPC and its successors and assigns permanently and forever, together with (when applicable) any copyrights therein and the right to copyright the same. Description of Donation Credit Line Signatures Donor Date Printed Name OHPC authorized representative Date Conditions Governing Gifts 1. It is understood that all gifts are outright and unconditional unless otherwise noted upon this gift agreement. 2. Gifts to the OHPC may be deductible in accordance with provisions of federal income tax laws. 3. The Donor has not received any goods or services from the OHPC in return for the gift. 4. The staff of the OHPC is not permitted to furnish appraisals. 5. The OHPC gratefully acknowledges your gift. 6. Please indicate on the form beside "CREDIT LINE" how you would like to be acknowledged in any news releases, exhibit labels, or other publicity regarding this donation. 7. The Donor represents and warrants to the OHPC and to the city of Otsego that the Donor is the owner of gift and the Donor has full authority to transfer the item to city. The Donor will indemnify and hold the city harmless from any claims arising out of the donation. Mission Statement OHPC The mission of the Otsego Heritage Preservation Commission is to discover, preserve, interpret and communicate Otsego history and culture to educate and to enhance our sense of connection and appreciation for each other, our present environment and our legacy. Vision Statement OHPC The Otsego Heritage Preservation Commission will be the agent within the Otsego Community locating, preserving, interpreting and communicating our stories. Minnesota Historical and Cultural Grants FINAL REPORT MINNESOTA HISTORICAL & CULTURAL GRANTS Otsego Heritage Preservation Commission 3787L -11 -WR Grantee Grant Number StEPs Assessment Program Project Answer all the following questions as thoughtfully and succinctly as possible. Include a copy of the project product (e.g. consultants report, exhibit text, etc). Submit as many photographs as necessary to show completed work. 1. Briefly describe the work that was completed. Include a copy of the project product (e.g. consultants report, exhibit text, etc) The Otsego Heritage Preservation Commissioners, City Planner and Mayor met with our consultant, Heather Koop, using the StEPs workbook as a framework to revamp and strengthen our commission and its work. We reviewed most chapters, applying those topics particular to our organization. The ethics and by-laws did not need to be changed. Our collection policy was rewritten, incorporating best practices. We prioritized collection management and will be able to proceed with our inventory using the principles discussed. Audience identification helped us prioritize projects also, focusing us on select groups rather than the general public. This process was especially helpful regarding management of historic structures, particularly one house. This property has been a very difficult subject for this commission and the city. Ms. Koop was able to draw us out and plan constructively around this. Our strategic planning for future projects was quite satisfying for all involved - we became excited and hopeful again regarding our mission. We were also able to use the AASLH membership to take advantage of free or low cost webinars and an online basics of archives workshop. AASLH was the source for many sample documents for our collections policies. (See final report that will be submitted to Otsego City Council) 2. Budget (Totals will calculate automatically):* Approved Project Budget (See last page of Grant Agreement) Budget Item Grant Cash In -Kind Total AASLH's StEPs workbook $250.00 $250.00 Heather Koop, consultant $1,695.00 $1,695.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,945.00 $0.00 $0.00 $1,945.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $1,945.00 $0.00 $0.00 $1,945.00 Actual Expenditures Grant Cash In -Kind Total $250.00 $250.00 $1,695.00 $1,695.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,945.00 $0.00 $0.00 $1,945.00 *For grants larger than $7,000: Item V -Financial Documentation and Final Reporting in the Minnesota Historical and Cultural Grant Agreement outlines the required documentation that must be submitted with the final report. 3. In your grant application, you provided details on how this project would be measured (see Application Question 5). Were targets achieved, exceeded, or missed? Why do you suppose you achieved those results? We achieved the results we did because we were committed as a group to work on this and we had a great facilitator in Heather Koop. Goals were met or exceeded in that we worked well together; there was no censoring of ideas or opinions. We were able to come up with fresh ideas as well as to reinforce some of the things we were doing well. The final measurement will be the follow-through on ideas brought forth in this process. 4. List the names, addresses, telephone numbers, websites, and emails for contractors and/or subcontractors who worked on the project. Heather Koop, 711 Dayton Ave., St. Paul, MN 55104 <heatherekoop@gmail.com> S. In what ways did the contractors/subcontractors modify or accomplish original work plans? This was Heather's first experience with the StEPs program but her years of experience and expertise made for quick learning. She also easily understood our organization and was able to apply the appropriate parts of StEPs to us. She was especially valuable in working through the issues regarding an historic property. Her strategic planning session was extremely helpful. Her fund of knowledge and friendly approach were successful in bringing our group together, enhancing our discussions, keeping us on task. 6. A legacy is a gift to future generations. Discuss how your project of enduring value will live on for future generations to enjoy. As a commission, it is important to have valid, working by-laws, ethics practices, and collections policies and inventory. These will serve future commissions. We defined our mission and audience. This will help our current work and the work of future commissions. A signage project idea that came out of this process will help current and future citizens of Otsego learn and appreciate their heritage. That project will be pursued this year. The charter commissioners of OHPC left us quite a legacy in collections, writings, photographs. It is valuable for us to protect those things for future generations. But we, the current commissioners, need to share and promote that legacy using current methods and modalities. Our process using StEPs helped us to plan, brought out several ideas for future projects to share that legacy with future generations. 7. Feel free to provide additional guidance or thoughts about your grant project. We really appreciated the simplicity and clarity of this grant process. We learned of the StEPs program at a MnHS grant workshop. We may be the first MN group to complete StEPs. Of course we are grateful for the generosity of MN citizens providing the Legacy funds. We honor this gift by committing ourselves to these projects for future generations. Authorized Officer Project Director Date Date January 27, 2011 Bob Grawey ONPC's new life grows with grant y Bob Grawey Staff writer A year ago the Otsego Heritage Preservation Commission (OHPQ was nearly disbanded by the city council due to inactivity and a seemingly ge- neral lack of interest beyond restoring the Peavy House in Otsego. That has all changed. Talk of the controversial Peavy House, which city council members say is cost prohibitive, has been pushed off -center by OHPC members. New people have j oined the OHPC and fresh projects have surfaced that are not only getting the attention of Otsego City Council members, but the renewed push for preserving Otsego's overall heritage is get- ting action as well. In July, 2010, council members stopped talking of de -commissioning the OHPC, and gave the group a new home; office space in the city's public works building. Since then, projects have been brought forward with newfound vigor. Here is what the OHPC plans in 2011: One of the first things it wants to focus on is to re- build the foundation of the OHPC. The commission obtained a $1,945 grant from the Minnesota Legislature's Arts and Cultural Heritage o Fund to take part in the StEPs program offered by the American Association for State and Local History. 3 StEPs is a self-assessment program that looks at spe- cific areas that build a solid foundation for heritage groups like the OHPC. a Steps include and cover: • Mission, vision and governance. • Audience. • Interpretation. • Stewardship of collections. • Stewardship of historic structures and landscapes. • Management. "It's a way of revamping and learning strategic plan- ning," Toni Seroshek, one of the OHPC members ex- plains. She also wrote the group's grant application. "As a commission, we are going to look at who we are and what we want to do. What is our purpose and how do we see ourselves down the road?" A project recently completed is a driving tour of historical places of interest in Otsego. It includes a map with 14 points of interest along with photos. it M http://erstamews.com/2011/01/27/ohpc%E2%80%99s-new-life-grows-with-grant/ Page 1 U OHPC's new life grows with grant Otsego historic driving tour Other sites have since been uncovered and maybe included in a revised map or as a separate driving tour map. A historical river canoe tour could also be in the offing as well, Seroshek says, as there are remnants of old mills and crossing points along the Mississi- ppi River. Another project the OHPC plans is to digitalize old photos and old Otsego plat records. Though no one yet knows how old this plat record is, the data is recorded on cloth and preserved by the OHPC. Seroshek says this information is a vital link for those interested in genealogical records, not only from local citizens, but from people in places like Maine and New York where many Otsego pioneers came from. These records have been digitalized along with re- cords of the Justice of the Peace dockets from 1884 —1916. "That is very fascinating reading," Seroshek says. "These cases of someone stealing a bucket and a piece of rope tell us about who we are and where we came from, Back then, how hard was it to afford a bucket and some rope? Those things were valuable." Seroshek adds that even when Otsego was a fledgling town, it had a process in place to govern through law and order. "It's pretty cool to see that in 1884, the community followed a due process," she says, "using arrest warrants, sending the constable out, arresting the person and gathering evidence connected with the crime; all to make the community a law abiding place to live in." January 27, 2011 Yet another area of historical documentation ge- nealogists seek is cemetery records. OHPC members would like the Otsego Cemetery records digitally preserved so people can have better access to them. Many times, Seroshek explains, genealogy groups will even adopt a local cemetery and make it their project to detail all a cemetery's records and to fill in any missing data gaps for families who may want to trace their ancestry. The OHPC has other projects in mind, too. To find out more about the Otsego Heritage Preser- vation Commission, call 763-295-5426 or city hall at 763-441-4414. Otsego residents are always encouraged to become involved with the OHPC, Seroshek says. The com- mission's next meeting is Saturday, Feb. 19 at Otsego City Hall from 10 a.m. to 1 p.m. Meetings are otherwise normally held at city hall every second Tuesday of the month at 7 p.m. O SAare /Save In Tags: feature, Otsego http://erstarnews. com/2011/01/27/ohpc%E2%80%99s-new-life-grows-with-grant/ Page 2 RESOLUTION NO.: 2011 - 34 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION ACCEPTING THE REPORT OF THE HERITAGE PRESERVATION COMMISSION REGARDING THE STeP PROGRAM AND ADOPTION OF A MISSION STATEMENT, COLLECTIONS POLICIES AND WORK PROGRAM THEREOF. WHEREAS, the Heritage Preservation Commission applied for and received Legacy Grant funding from the State of Minnesota to undertake Standards and Excellence Program (StEP) project; and, WHEREAS, the StEP project entailed meetings of the Heritage Preservation Commission to develop goals, policies and programs for historic preservation efforts within the community; and, WHEREAS, the Heritage Preservation Commission developed a Mission Statement, collections policies and work program as a product of the StEP project summarized in a final report dated May 31, 2011, and, WHEREAS, the Final Report regarding the StEP project was approved by the Historic Preservation Commission at their meeting on 11 June 2011 and submitted to the City Council for consideration. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego that the Final Report of the Heritage Preservation Commission regarding the StEP project is accepted and Mission Statement, collections policies and work program thereof are hereby approved and adopted. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 27th day of June, 2011. ATTEST: Tami Loff, City Clerk CITY OF OTSEGO Jessica Stockamp, Mayor 2 ITEM 8-3 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPCTPC@PlanningCo.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP RE: Otsego — McDonald House DATE: 21 June 2011 TPC FILE: 101.01 — 11.04 BACKGROUND The McDonald house, owned by the City of Otsego, was designated as a Heritage Preservation Site on 25 October 2004. The City has engaged two separate studies to evaluate the potential historical significance of the structure and its potential for preservation or restoration as a public facility. The second study included recommendations as to possible restoration of the building. The Otsego Historic Preservation Commission (HPC) most recently discussed the McDonald house further as part of a StEP project related to organizing and directing the City's efforts at historic preservation. The results of these discussions were that while the HPC thinks that the McDonald house is a very significant marker of Otsego's history and that there could be viable alternative reuse strategies, the City Council is not supportive of putting any resources into such a strategy and the HPC acknowledges this position. Following the receipt of the StEP project report from the HPC, the City Council set a public hearing for 27 June 2011 to consider a site alteration permit for the McDonald house for its demolition. Site alternation permits for Heritage Preservation Sites are addressed in Section 20-96-6 of the Zoning Ordinance. Exhibits: A. McDonald House ROW Exhibit B. Hazardous Materials Survey C. Veit & Company Quote D. Findings of Fact ANALYSIS Criteria. Section 20-96-6.E of the Zoning Ordinance states that the criteria for consideration of a site alternation permit include the HPC's program for preservation. No restoration program has been developed for the McDonald house to date and a number of factors have led to consideration of demolishing the structure: Relocation. The McDonald house must be moved. The Northeast Wright County Transportation Plan adopted by both Wright County and the City of Otsego designate CSAH 39 as a future minor arterial roadway. Based on this designation, CSAH 39 will be expanded to a four lane roadway within a 150 foot wide right-of-way at some time in the future. As shown on Exhibit A, the McDonald house sits almost entirely within 75 feet of the centerline of the existing roadway. City staff does not envision a scenario where the roadway would be shifted to the south to the extent that the McDonald house would not need to be removed. The only option for relocation for the building would be adjacent to the old Public Works Building and Town Hall as the Parks and Recreation Commission has previously not supported moving the McDonald house to Prairie Park. However, as StEP project advisor Heather Koop stated at the 19 March 2011 meeting, moving the McDonald house would compromise the building's context on which its historical significance is defined making it ineligible for designation as a historic structure on the National Register or State Register of Historic Places. Restoration. The City has had architectural studies completed to evaluate the potential historical significance of the building and develop a restoration plan. As outlined by these studies, the building has been extensively altered and added on to over time such that it there is no primary period of significance to which it would be evident to restore the appearance of the building. Furthermore, without any evident period to represent or visible original architectural materials/features, any construction becomes more about creating a replica than a restoration effort. The structure was also evaluated for structural stability and found to be in only fair condition needing repair/replacement of many core elements including the roof, chimney and heating system. Use. The City Council does not envision a useful public purpose or reuse of the building either in its current state or after restoration/reconstruction. The response to the survey mailed to all property owners in the City with the Otsego View drew a tepid response indicating low community interest. Commercial uses are prohibited by Wild and Scenic District zoning on the current site or the Town Hall site. Ideas that have been brought forward in the past such as Post Office, HPC office/storage, community meeting rooms or more recent ideas such as a concession stand at Prairie Park or community garden building are either not considered to be needed or problematic in terms of funding and operation. 2 ■ Funding. Relocation of the McDonald house and its restoration/reconstruction will require funding for professional labor and materials. The City Council reaffirmed that it will not use any City funds for relocation, restoration and/or reconstruction of the McDonald house. The loss of eligibility for potential registration as a designated historical structure will significantly affect the ability to acquire grant funds for restoration efforts according to Ms. Koop. The City also does not have the resources to maintain the building for public access or programmed use. Hazardous Materials. The City contracted with Veit & Companies to complete a hazardous materials survey of the McDonald house. The results of the survey is a finding of chipping paint containing lead. The survey also identified several fixtures within the structure that are potentially hazardous and must be removed. HPC Recommendation. As part of its report to the City Council upon completion of the StEP report, the HPC included the following recommendation: The Commissioners concluded that, while the HPC thinks that the McDonald house is a very significant marker of our City history and that there could be viable alternative reuse strategies, the City Council is not supportive of putting any resources into such a strategy. It was decided that the HPC acknowledge the City Council's position and request that: 1) Possible toxicity (asbestos, mold, lead paint) of working with the house be first determined; 2) If no toxicity exists, the University of MN or State Cloud State University Archeology departments or IMA be contacted to conduct a methodical deconstruction and cataloguing of the McDonald/Peavey house and grounds. It would be a wonderful opportunity for local residents, including children, to become involved in an educational opportunity. Also, if no toxicity exists and if there is sufficient interest and expertise involved, a methodical system of deconstruction could be employed so that the building could possibly be stored and reconstructed at another site in the future. 3) If toxicity exists, the McDonald/Peavey house would be destroyed. The HPC received the hazardous materials survey at their meeting on 11 June 2011. Based on the results of the survey finding chipped lead paint, the HPC acknowledges that the building will be demolished. However, the HPC requested City Council approval to do a video documentary of the building prior to its removal. HPC members would do the production so there would be no costs. 91 Demolition Quote. City staff solicited a quote from Veit & Companies for demolition of the structure and site restoration outlined below. The quote included an alternate to have potentially hazardous materials such as appliances, the furnace or wall thermostat removed for $625 but Public Works Staff complete this work. An additional cost from Denny McAlpine will be incurred to have a temporary cap installed on the existing well. The temporary cap will allow the well to be reused if a new single family home is constructed on the property. Veit: Demolish house: $7,640 Lead paint: $1,576 Site restoration: $1,530 Disable septic system: $ 450 McAlipine: Well cap: $ 300 Subtotal: $11,496 Title. City staff is continuing to work on obtaining clear title to the property such that the City Council could move to sell the property once the building is removed. FINANCIAL ISSUES Cost: $11,496 Fund: Revolving Capital Improvement Fund Budgeted: No RECOMMENDATION City staff recommends approval of the site alternation permit to demolish the McDonald house and approval of the quote from Veit & Companies to complete the demolition and site restoration. City staff will coordinate with the HPC and contractors on the scheduling of the work to allow the video documentary to be completed before the building is removed. POSSIBLE ACTIONS Decision 1 — Site Alteration Permit A. Motion to approve a site alternation permit for demolition of the McDonald house based on a finding that the action is consistent with the Zoning Ordinance. E Decision 2 — Demolition Quote A. Motion to approve the quotes from McAlpine Well for $300 and Viet & Company for $11,1961nc. for demolition of the McDonald house and site restoration. C. Tami Loff, City Clerk Gary Groen, Finance Director Brad Belair, Public Works Supervisor Andy MacArthur, City Attorney 5 Right of Way Exh i b i t ..,. is 75 ' 5' --Existing 33' ROW Line 50 33 i ____,,,,,—Centerline _l/ —Centerline of CSAH NO 39 i 3,3 t � } I PROPERTY ADDRESS 13620 95th Ave NE Otsego, MN Parcel ID #118010078010 50 0 50 '°' SCALE IN FEET DATE REVISION tt310¢ Iff: BRP Ha canson Cfv;I Engineers and Land Surveyors 3601 llwnlen Are., AroY0. Yrvxealo 51303 763-427-5860 FAX 763-427-0520 Right of WayExhibit g for tt CITY OF Otsego SHEET 1 or 1 5 -SETS &RAnIT:I-11JAnderson BRP 0[Om C RJW DATE 03/24/11 m o. OT MISC Environmental Demolition Inspections & Consulting Hazardous Building Materials Inspection and Non Adhering Lead Paint Report For Veit Companies Proj ect: Single Family Residence 13620 95th Street Otsego, MN Project Number 11 -43 44 June 7, 2011 Page 2 A. Scope of Services Environmental Demolitions Inspections and Consulting (EDIC) uses the following scope of services: 1. Site inspection for the presence of suspect asbestos -containing materials. 2. Collect representative bulk samples of materials suspected to contain asbestos. Submit bulk samples to an accredited laboratory for analysis of asbestos content. 3. Document the suspect asbestos -containing materials location and friability. 4. Inspect for and document the presence of potential hazardous building material units such as PCB, mercury, and refrigerant/CFC/HCFC containing units (i.e. "HVAC", "walk-in cooler" or "ballast", etc), and non -adhering suspect lead based paint. 5. Generate a final report summarizing the building inspection's findings. • Note — EDIC does not provide asbestos/hazardous material removal, transport, or disposal decisions, consulting, or advice. The scope of services is performed under the General Conditions (section E.). B. Description The testing site consists of a single family residence located at 13620 95h Street, Otsego, Minnesota. The site is scheduled to be demolished. C. Results C.1. Asbestos -Containing Materials (ACM) Six (06) suspect asbestos bulk samples and one (0 1) suspect non -adhering lead based paint sample were collected on June 6th, 2011, and submitted for analysis. The following is a list of materials found or assumed to contain asbestos: • All suspect asbestos samples resulted in a non detect for asbestos status. C.2. Non -Adhering Lead Based Paint The following is a list of non -adhering paint that was found or assumed to be greater than the Federal Lead Standard of 0.05 concentration lead by weight: • The non adhering paint on the exterior walls of the residence was assumed to contain lead paint higher than the Federal Lead Standard. At the time of the report, a sample is being analyzed to substantiate this assumption. C.3. Non Asbestos -Containing Materials The following is a list of materials that were sampled and found to be non asbestos -containing materials: Kitchen area flooring Southeast first level room flooring Bathroom flooring West entrance flooring Interior wallboard Interior plaster CA. Non -Adhering Paint Found Less than Federal Lead Standard The following is a list of non -adhering paint that was sampled and found to be less than the Federal Lead Standard: • NA. Environmental Demolition Inspections & Consulting 651.208.2811 charles@gierkeconsultinginc.com QI Page 3 C.5. Other Hazardous Building Materials Hazardous building materials must be managed properly and removed prior to demolition. The following is a sample of hazardous building materials and is not site specific. • Polychlorinated Biphenyls (PCBs) found in light ballasts, capacitors, HVAC systems, and transformers. • Appliances including stoves, refrigerators, furnaces, air exchangers, water heaters, chemicals, oils, batteries, paint cans, agricultural chemicals, other hazardous building materials. • Mercury found in fluorescent lamps, switches, vapor lamps, thermostats, metal halide lamps, high-pressure sodium lamps, neon lamps, manometers, and gauges. Many mercury - containing materials were used in appliances, HVAC systems, or industrial switches or controls, thermocouples, temperature sensors, and other electrical and non -electrical equipment. • Pb based paint that is not adhering to the substrate • Refrigerants/CFCs/HCFCs are found in refrigerators, AC systems, drinking fountains, dehumidifiers, vending machines, heat pumps, chillers, freezers, ice machines, food display cases. • Trash, furniture, mattresses, engine parts, construction waste, etc. The following is a list of potential hazardous materials found on site: 15 cans of paint Furnace in living room Stove Water heater Wall thermostat D. Discussion D.1. Asbestos -containing Materials The following information is intended as a general reference for asbestos issues in relation to demolition/renovation and is neither site specific nor all encompassing. The site may meet Minnesota Pollution Control Agency (MPCA) demolition notification requirements; the owner or demolition operator must notify the MPCA ten working days prior to the demolition by filing a "Notification of Intent to Perform a Demolition" (NOI). Asbestos abatement must be conducted in accordance to meet state and federal rules and regulations. According to the Environmental Protection Agency (EPA) Category I non -friable ACM that is in good condition can stay in place for demolition. If the material does stay in place for demolition the ACM must be disposed of as asbestos. Category I non -friable ACM means asbestos containing non -friable resilient floor coverings and asphalt roofing products. The disposal must be at a landfill permitted to take Category I asbestos. A reporting requirement of the MPCA's NOI states that the Category I nonfriable ACM be quantified. Bulk asbestos analysis was conducted in accordance with EPA and Minnesota Department of Health (MDH) required methodology. Environmental Demolition Inspections & Consulting 651.208.2811 charles@gierkeconsultinginc.com Page 4 E. General Conditions EDIC's approach to this inspection was to identify suspect asbestos -containing materials, sample the suspect asbestos -containing materials, or assume the well-documented historically known asbestos - containing materials are asbestos containing. The results of this inspection are provided to the client in writing; the written results of this inspection supersede any previous oral opinions on the status of the site. An expert inspection was conducted, attempts were made to locate and identify materials in accessible areas and areas requiring limited destructive testing. EDIC will not be responsible for repairing materials damaged during the inspection or any subsequent damage caused by this inspection. On any site, the potential exists for asbestos and hazardous materials to be hidden, EDIC meets and exceeds industry -sampling practices for locating asbestos -containing and hazardous building materials, however this inspection does not guarantee all ACM and potential hazardous building materials were found. Therefore EDIC cannot be held responsible for the presence of hidden hazardous materials. Regulators, contractors, and inspectors of the demolition industry all acknowledge that ACM and hazardous building materials can be hidden on site and become accessible, exposed, or identified by the demolition process, the MPCA and the MDH then expects the demolition contractor to identify the suspect ACM and/or potential hazardous building materials and properly manage the situation. Sampling for any kind of hazardous materials other than asbestos is not in the scope of services. EDIC inspects for asbestos, hazardous materials, or non peeling Pb based paint based on the client's direction. Sampling for any kind of hazardous materials other than asbestos and non adhering suspect lead based is not in the scope of services. EDIC inspects for asbestos, hazardous materials, or non peeling Pb based paint based on the client's direction. F. Asbestos Building Inspector Certification I, the undersigned, do hereby certify that I am an accredited Asbestos Building Inspector in the State of Minnesota, certified by the Department of Health No. AI3171, and this inspection was conducted in compliance with Minnesota Rules Chapter 4620.3460. Signature: Charles C. Gierke Project Manager and Owner, Environmental Demolition Inspections and Consulting Environmental Demolition Inspections & Consulting Date: 651.208.2811 charles@gierkeconsultinginc.com CAROLINAaAWONMe TA,M 107 N0NEdbon0MKCary, NC27511 P wM (919) 4814413 Fmc (919)4811442 LABORATORY REPORT ASBESTOS BULK ANALYSIS Client: Environmental Demolition Inspections & CEI Lab Code: Al 14017 Consultinq Received: 06-07-11 368 River Road Analyzed: 06-07-11 Hudson, WI 54016 Reported: 06-07-11 Project: 13620 95th St., Otsego, MN; 4344 Analyst: Anna Malmberg CLIENT ID LABID HOMOGENEITY DESCRIPTION ASBESTOS 4344-02 Al 153564 VINYL FLOORING ND Heterogeneous, Grey, Green, Fibrous, Bound VINYL 60% CELL 25% BIND 5% SYNT 10% 4344-03 Al 153565 VINYL FLOORING ND Heterogeneous, Grey, Green, Fibrous, Bound VINYL 60% CELL 25% BIND 5% SYNT 10% 4344-04 Al 153566 VINYL FLOORING ND Heterogeneous, Grey, Fibrous, Bound VINYL 40% CELL 25% BIND 20% FBGL 10% MAST 5% 4344-05 Al 153567 VINYL FLOORING ND Heterogeneous, Grey, White, Fibrous, Bound VINYL 55% CELL 25% TAR 10% SYNT 10% 4344-06 Al 153568 DRYWALL ND Heterogeneous, Off-white, Tan, Fibrous, Bound GYPSUM 80% CELL 20% PAINT <1 % 4344-07 Al 153569A PLASTER SKIM COAT ND Homogeneous, White, Non-fibrous, Bound PLAS 100% CELL <1 % CAROLINA ENVRONMENTAL, NC. 107 New EMw CoLut Cary, NC Z1511 Phone: 919.481-1413 Fax: 919481-1442 Project: 13620 95th St., Otsego, MN; 4344 Lab Code: A11A017 CLIENT ID LABID HOMOGENEITY DESCRIPTION ASBESTOS Al 153569B PLASTER BASE COAT ND Homogeneous, Tan, Fibrous, Bound PLAS 100% CELL <1 % HAIR <1 % Page 2 The following definitions apply to the abbreviations used In the ASBESTOS BULK ANALYSIS REPORT: CHRY = Chrysotile AMOS = Amosite CROC = Crocidolite TREM = Tremolite ANTH = Anthophyllite ACTN = Actinolite N D = None Detected NANTH = Non-Asbestiform Anthophyllite CELL = Cellulose DEBR = Debris FBGL = Fibrous Glass BIND = Binder CACO = Calcium Carbonate SILI = Silicates SYNT = Synthetics GRAV = Gravel WOLL = Wollastonite MAST = Mastic CERWL = Ceramic Wool PLAS =Plaster NTREM = Non-Asbestiform PERL = Perlite Tremolite FBGY =Fibrous Gypsum RUBR =Rubber VER =Vermiculite CLIENT: Environmental Demolition Inspections & Consulting PROJECT: 13620 95th St., Otsego, MN; 4344 CEI LAB CODE: A11-4017 Stereoscopic microscopy and polarized light microscopy coupled with dispersion staining is the analytical technique used for sample identification. The percentage of each component is visually estimated by volume. These results pertain only to the samples analyzed. The samples were analyzed as submitted by the client and may not be representative of the larger material in question. Unless notified in writing to return samples, Carolina Environmental, Inc. will discard all bulk samples after 30 days. Many vinyl floor tiles have been manufactured using greater than 1% asbestos. Often the asbestos was milled to a fiber size below the detection limit of polarized light microscopy. Therefore, a "None Detected" (ND) reading on vinyl floor tile does not necessarily exclude the presence of asbestos. Transmission electron microscopy provides a more conclusive form of analysis for vinyl floor tiles. It is certified by the signature below that Carolina Environmental, Inc. is accredited by the National Voluntary Accreditation Program (NVLAP) for the analysis of asbestos in bulk materials. The accredited test method is EPA / 600 / M4-821020 for the analysis of asbestos in building materials. Procedures described in EPA / 600 / R-93 / 116 have been incorporated where applicable. The detection limit for the method is 0.1% (trace amount). Carolina Environmental, Inc.'s NVLAP accreditation number is #101768-0. This report is not to be used to claim product endorsement by NVLAP or any agency of the U. S. Government. This report and its contents are only valid when reproduced in full. Dust and soil analyses for asbestos using PLM are not covered under NVLAP accreditation. ANALYST REVIEWED BY -000 *e�� 1ff4---* Tianbao Bai, Ph.D. Laboratory Director End of Report CAROLINA ENVIRONMENTAL, INC. 107 New Edition Court, Cary. NC 2751' Tel: 866-481-11412; Fax: 919-481-1442 ,� ifsj'sf>< •4 /�S` sig CHAIN OF CIJSTOUY R6COR ASBESTOS/LEAD ANALYSIS Client: E.01 (:�T _ ' Project Manager: kr t eS G 1 e -k f Address: -305 f�: Vr r- ievei d Phone: 65i Zai Fax: EMail: CI—i-1:: ^- 9 : e r e� o ns_� i �:.,� , �,�, �a�., ASBESTOS LEAD PAINT _ O TURN -AROUND TIME LeudandTEM, resullsrequire 48 Hour TA or longer PO # -Y a � a a E � 2:`Z_ a ? a X `- Fw � J Q J - o J J PROJECTPROJECT DESCRIPTION 13620 9541' CODE f5e a M N L) 3 yq -o I 3 DAYS 48 IIOUllti Z-1-1 1101,116" f�j -1'IMIRS y3I/Y CLIENT ID# Samples will be disposed of 30 days REMARKS: 14fl R _rA -r 4. me 4-1 PLM SA h iptcS r F q3 Y'1 • Accept Samples after analysis, unless otherwise requested. _ _ U Reject Samples Relinquished Date 1 Time: s, Received By: 4 �+ ,1 p ` - a6 -a6-/ e -t • �J Q Relinquishe V.Date 1 Time: Received Y Date / Time: CEI FORM #200-1 VERSION 2006-1 CAROLINA ENVRON ENAL,INC. 107 New E A* Court Cary, N.C. 21611 Phones (919$814413 Fax (919) 481-1442 Client: Environmental Demolition Inspections & Consulting 368 River Road Hudson, WI 54016 Project: 13620 95th St., Otsego, MN; 4344 CLIENT ID 4344-01 CEI LAB ID CA39460 Sample contains substrate, potentially affecting results ANALYSIS METHOD: EPA SW846 7420 Reviewed By: • Tianbao Bai, Ph.D. Laboratory Director LABORATORY REPORT LEAD IN PAINT CEI Lab Code: C11-215 Received: 06-07-11 Reported: 06-09-11 PPM (ug/g) CONCENTRATION % BY WEIGHT 14000 1.4 This method has been validated for sample weights of 0.020g or greater. When samples with a weight of less than that are analyzed those results fall outside of the scope of accreditations. The analysis of composite wipe samples as a single samples is not included under AIHA accreditation. Minimum reporting limit is 20 ug total lead. Sample results denoted with a "less than" (<) sign contain less than 20.0 ug total lead, based on a 40ml sample volume. Lead samples are not analyzed by Carolina Environmental Inc. Lead samples are submitted to an AIHA ELLAP accredited laboratory for lead analysis of soil, dust, paint, and TCLP samples. Laboratory results represent the analysis of samples as submitted by the client. Information regarding sample location, description, area, volume, etc., was provided by the client. Unless notified in writing to return samples, Carolina Environmental, Inc. discards client samples after 30 days. This report shall not be reproduced, except in full, without the written consent of Carolina Environmental, Inc. REGULATORY OSHA Standard: No safe limit. LIMITS Consumer Products Safety Standard: Greater than 0.06% lead by weight. Federal Lead Standard / HUD: 0.5% lead by weight. LEGEND ug = microgram ppm = parts per million g = grams ml = milliliter Pb = lead wt = weight End of Report Page 1 CAROLINA ENVIRONMENTAL, INC. 107 New Edition Court, Cary, NC 27511 Tel: 866-481-1412-, Fax: 919-481-1442 yC' o CHAIN OF CUSTODY RECORD ASBESTOS/LEAD ANALYSIS Client: E.Ok Project Manager: C_kr ate; I e—kF Address: Phone: 65'1 Fax: Zoe ? i/ EMail: Chi-r;Fcv�,s��i�-; ASBESTOS LEAD PAINT n 5 O TURN -AROUND TIME ' Lead and TEM results require 48 flour TA or longer PO # : U _ 2 ZZ E r.:LU J < v a :Ya m H < • � ,��' 1 � _ a J J PROJECT DESCRIPTION 13620 95+'' 54.°; PROJECT CODE (� lm's 3 DAYS 4.3 II()UIZS j 24 IIUURS�' --045 e o MN y3yy -a I fo 0-7 /l% Lf3�i5-DI -�n x d IInURS y3 yY CLIENT ID# REMARKS: !•f �jt-rn-f 4: me �;i PLM 5-; + 1eJ QF g3yj P Relinquished Date I Time: S..�Frrt Received By: 06 -4d -i Relinquishe y: Date /Time: Received Y (� L] o samples will disposed of days Accept Samples after analysis, unless otherwise requested. Reject Samples D� 9:�Sar�'j Date I Time: CEI FORM #200-1 VERSION 2006-1 VENT., Specialty Contracting & Waste Management Attn: D. Daniel Licht Phone: 763-231-5840 Email: ddl@planningco.com Re: Hazardous Waste Removal @ 13620 956' Street, Otsego, MN Veit & Company, Inc. will perform the following: 14000 Veit Place Office 763.4282142 Rogers, IvIN55374-9583 fax 763.478.8348 VeittiSkcom June 20, 2011 ESTIMATE: Lead Paint Stabilization LUMP SUM: $1,576.00 Hazardous Material Removal LUMP SUM: $625.00 INCLUDES: -Encapsulate Loose, Flaking Exterior Paint -Removal of Hazardous Materials per Inspection Report EXCLUDES: -Lead Paint Removal -Removal of Hazardous Materials Not Listed in Inspection Report -Asbestos Removal Not Listed in Inspection Report Notes: -If this quote is not accepted within 30 days of the date of this proposal, this quote is not valid without written consent from Veit & Company, Inc. -All removals are based on Inspection Report conducted June 9h, 2011 by Environmental Demolition. If you have any questions, please call me at: 763-428-6758 or 612-490-0174 (Mobile) Respectfully, Jessica Anderson Estimator I hereby authorize Veit & Co., Inc. to proceed with issuing a contract agreement for the above noted work. By: Contr-ling Earthwovk Demolition utilities Foundations Environmental Remediation Industrial Cleaning Waste Management Roll -of Containers Construction & Demolition Debris Landfills Recycling & Transfer facilities Waste Hauling Title: 100% Payment Due Upon Completion. AffimmititeActian Equal Opportunity fmplofwr Specialty Contracting & Nasty Management Attn: D. Daniel Licht Phone: 763-231-5840 Email: ddl@planningco.com Re: Demolition @ 13620 95h Street, Otsego, MN Veit & Company, Inc. will perform the following: 14000 Veit Place Office 763.4281142 Rogers, MN 55374-9583 fax 763.428.8348 14?itUS4.com May 6a', 2011 ESTIMATE: Demolish House LUMP SUM: $7,640.00 Alternate #1— Asbestos Survey ADD: $700.00 Alternate #2 — Backfill Basement, Topsoil, & Seed ADD: $1,530.00 Alternate #3 — Septic Pumping, Crushing, & Backfill ADD: $450.00 INCLUDES: -Minnesota Pollution Control Agency (MPCA) Demolition Notification (10 Working Days) -Demolition Permit -Mobilization (Assuming One) -Supervision -Demolish & Legally Dispose of the Above Noted House -Removal of House Slab & Foundations EXCLUDES: -Asbestos Removal / Survey (Unless Alt. #1 is Indicated) -Hazardous Materials / Appliances, PCB's, Freon, Lead, Bulbs, Ballasts, Chemicals, Etc. -Owner's Furnishings / Tenant Debris / Tanks -Utility Rerouting / City Water & Sewer Disconnects -Well Capping / Abandonment - Septic Pumping / Removal (Unless Alt. #3 is Indicated) -Erosion Control -Site Removals (Retaining Walls, Fencing, Tree & Brush Removal, Etc.) -Backfill, Topsoil, & Seed (Unless Alt. #2 is Indicated) -Road Restrictions -Bond (Add 1%) Notes: -Alternate #2 is based on using fill and topsoil provided by the city of Otsego at no additional cost. -If this quote is not accepted within 30 days of the date of this proposal, this quote is not valid without written consent from Veit & Company, Inc. If you have any questions, please call me at: 763-428-6758 or 612-490-0174 (Mobile) Respectfully, Jessica Anderson Estimator I hereby authorize Veit & Co., Inc. to proceed with issuing a contract agreement for the above noted work. Date: By: Title: 100% Payment Due Upon Completion. Affirmative Actin Equal Dpp ui miry fmpfoyvr contracting Waste Management Eartlnvurk Roll -off Containers Demolition Construction & Demolition Debris landfills I ifides Recycling & Transfer Facilities Foundations Waste Hauling Environmental Remediation Industrial Cleaning CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: City of Otsego 6-21-11 FINDINGS & DECISION SITE ALTERLATION PERMIT APPLICATION: Request for a site alteration permit for the demolition of the McDonald house. CITY COUNCIL MEETING: 27 June 2011 FINDINGS: Based upon review of the application, the recommendation of the Heritage Preservation Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property is within the Rural Residential Preserve and is guided for institutional land use by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-1, Residential Long Range Urban Service Area and WS, Wild Scenic Recreation River Overlay District, which allows for single family dwellings as a permitted use. D. The report titled Intensive Survey and Evaluation of the McDonald Peavy House in the City of Otsego, Minnesota, dated July 2004 prepared by Mr. Robert Vogel is incorporated herein. E. The Existing Condition Report and Recommendations dated August 28, 2008 prepared by Claybaugh Preservation Architecture Inc. is incorporated herein. F. The Hazardous Building Materials Inspection and Non Adhering Lead Paint Report dated June 7, 2011 and prepared by Environmental Demolition Inspections & Consulting is incorporated herein. G. Section 20-96-6.F of the Zoning Ordinance establishes the criteria for consideration of a site alteration permit as consistency with the Heritage Preservation Commission's program for preservation and the Secretary of the Interior's Standards for Rehabilitation for which the City makes the following findings: Relocation. The McDonald house must be moved. The Northeast Wright County Transportation Plan adopted by both Wright County and the City of Otsego designate CSAH 39 as a future minor arterial roadway. Based on this designation, CSAH 39 will be expanded to a four lane roadway within a 150 foot wide right-of-way at some time in the future. The McDonald house sits almost entirely within 75 feet of the centerline of the existing roadway. Moving the McDonald house to an alternate location would compromise the building's context on which its historical significance is defined making it ineligible for designation as a historic structure on the National Register or State Register of Historic Places. ■ Restoration. The City has had architectural studies completed to evaluate the potential historical significance of the building and develop a restoration plan. As outlined by these studies, the building has been extensively altered and added on to over time such that it there is no primary period of significance to which it would be evident to restore the appearance of the building. Furthermore, without any evident period to represent or visible original architectural materials/features, any construction becomes more about creating a replica than a restoration effort. The structure was also evaluated for structural stability and found to be in only fair condition needing repair/replacement of many core elements including the roof, chimney and heating system. Use. The City Council does not envision a useful public purpose or reuse of the building either in its current state or after restoration/reconstruction. The response to the survey mailed to all property owners in the City with the Otsego View drew a tepid response indicating low community interest. Commercial uses are prohibited by Wild and Scenic District zoning on the current site or the Town Hall site. Ideas that have been brought forward in the past such as Post Office, HPC office/storage, community meeting rooms or more recent ideas such as a concession stand at Prairie Park or community garden building are either not considered to be needed or problematic in terms of funding and operation. Funding. Relocation of the McDonald house and its restoration/reconstruction will require funding for professional labor and materials. The City Council reaffirmed that it will not use any City funds for relocation, restoration and/or reconstruction of the McDonald house. The loss of eligibility for potential registration as a designated historical structure will significantly affect the ability to acquire grant funds for restoration efforts according to Ms. Koop. The City also does not have the resources to maintain the building for public access or programmed use. ■ Hazardous Materials. The City commissioned a hazardous materials survey of the McDonald house. The results of the survey was a finding of chipping paint containing lead and also identified several fixtures within the structure that are potentially hazardous and must be removed. H. The Otsego Heritage Preservation Commission considered the site alteration permit for the McDonald house and provided the following recommendation: The Commissioners concluded that, while the HPC thinks that the McDonald house is a very significant marker of our City history and that there could be viable alternative reuse strategies, the City Council is not supportive of putting any resources into such a strategy. It was decided that the HPC acknowledge the City Council's position and request that: 1) Possible toxicity (asbestos, mold, lead paint) of working with the house be first determined; 2) If no toxicity exists, the University of MN or State Cloud State University Archeology departments or IMA be contacted to conduct a methodical deconstruction and cataloguing of the McDonald/Peavey house and grounds. It would be a wonderful opportunity for local residents, including children, to become involved in an educational opportunity. Also, if no toxicity exists and if there is sufficient interest and expertise involved, a methodical system of deconstruction could be employed so that the building could possibly be stored and reconstructed at another site in the future. 3) If toxicity exists, the McDonald/Peavey house would be destroyed. The planning report dated 21 June 2011 prepared by the City Planner, The Planning Company LLC, is incorporated herein. 2 DECISION: Based on the foregoing information and applicable ordinances, the requested site alteration permit is hereby approved based on the most current plan and information received to date. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the City Council of the City of Otsego this 27th day of June, 2011. Tami Loff, City Clerk CITY OF OTSEGO By: Jessica Stockamp, Mayor 3 ATTACH LEGAL DESCRIPTION HERE EXHIBIT A MEMORANDUM TO: Honorable Mayor and City Council FROM: Ronald J. Wagner, P.E., City Engineer DATE: June 22, 2011 RE: Otsego — Prairie Park Splash Pad BACKGROUND City Staff was directed by the City Council to procure quotes for the installation of a splash pad in Prairie Park. The project was separated into 3 quotes packages for the type of specialty contractor needed for each portion. City staff will be acting as the coordinator for the project. The 3 separate quote packages were 1) Asphalt paving for trail replacement 2) Water and sewer line installation and 3) Splash pad installation including concrete and modular block sitting wall. Attachment show the quotes received and the construction cost estimate. The low quote for asphalt paving and water and sewer line installation came in fairly close to the estimates and we recommend approval of those low quotes. The splash pad installation quotes came in incomplete or higher than the estimate. Tim Wold of SRF will contact the Blackstone Contractors and Bulach Custom Rock to see if there is misunderstanding on the work that is need to be complete and if there is some items the city can perform that may lower the costs to be more in line with the estimate. We recommend approving Blackstone Contractors contingent upon Tim Wold conversations with the contractors and reserving the city's right to contract at a lower negotiated price with either contractor. The splash pad unit has been ordered and is anticipated to be delivered to the City in mid July. Exhibits: A. Quote Tab for Asphalt B. Cost Estimate for Asphalt C. Quote Tab for Water and Sewer Installation D. Cost Estimate for Water and Sewer Installation E. Quote Tab for Splash Pad Installation F. Cost Estimate for Splash Pad Installation OT720 — Splash Pad Quotes Page 1 of 2 A break down of total estimated costs at time of plan approval (May 12th) versus actual quotes is shown below: RECOMMENDATION We recommend awarding the quotes to the low quoters of each of the 3 sections reserving the right to entertain lower cost options on the Splash Pad Installation from either Blackstone Contractors or Bulach Custom Rock. POSSIBLE ACTIONS A. Approve low quotes for each of the 3 quote packages reserving the right to entertain lower cost options on the Splash Pad Installation. B. Take no action. C. Tami Loff, City Clerk Gary Groen, Finance Director Brad Belair, Public Works Supervisor Dan Licht, City Planner Andy MacArthur, City Attorney OT720 — Splash Pad Quotes Page 2 of 2 EST. QUOTE Splash Pad Controller $51,260 $51,260 Splash Pad Facility $77,642 $81,162 Tables $ 3,150 Drainage System $20,642 $29,617 Landscaping $11,800 $11,800 Lighting $ 6,000 $ 2,495 EA Irrigation $ 4,500 $ 4,500 Signage $ 2,500 $ 2,500 Asphalt $ 7,250 Construction Total $176,955 $190,584 RECOMMENDATION We recommend awarding the quotes to the low quoters of each of the 3 sections reserving the right to entertain lower cost options on the Splash Pad Installation from either Blackstone Contractors or Bulach Custom Rock. POSSIBLE ACTIONS A. Approve low quotes for each of the 3 quote packages reserving the right to entertain lower cost options on the Splash Pad Installation. B. Take no action. C. Tami Loff, City Clerk Gary Groen, Finance Director Brad Belair, Public Works Supervisor Dan Licht, City Planner Andy MacArthur, City Attorney OT720 — Splash Pad Quotes Page 2 of 2 **,-,VORTEX Splashpad Proposal ##RR042711B-REV1 for the City of Otsego Prairie Park in Otsego, MN Submitted by (OMMERCIAL RECREATION SPECIALISTS 415 Investment Court, Verona, WI 53593 Phone: (877) 896-8442 / Fax: (608) 848-8782 Ron Romens, President (ron@crs4rec.com) Donna Komassa, Project Coordinator ( donna @crs4rec.com) Carrie Becker, Sales Support (carrie@crs4rec.com) Owner's Responsibilities Please note that the Owner or Operator is responsible for: • Providing adequate Site Signage describing conditions of use. • Ensuring that requirements for Access and Egress are satisfied. • Ensuring that the installation is in accordance with codes set forth by the authority having jurisdiction. • Ensuring that the Operators and Maintenance personnel have been adequately trained to run and maintain the Splashpad. • Obtaining all required building and operational permits. • All permitting, inspections, and any related taxes as required by local, State, or Federal laws. • Indicating if there are any site access issues for delivery trucks. The playground equipment will arrive in or on a large semi -trailer (48' or 53' in length). Should access be restricted, or a lift -gate required, additional charges may apply. • Receiving and off-loading the Splashpad equipment, unless otherwise arranged in writing with CRS. • Calling Digger's Hotline to flag all underground utilities. • Maintaining the equipment in accordance with the manufacturer's recommendations. • If the customer requires assistance with any of these responsibilities, CRS would be happy to assist, in which case additional charges may apply. EOMMMIAL RELREATION SPECIALISTS building better recreation ,VORTEX Splashpad 2of3 Notes • Vortex Warranty Statement Attached • Complete Installation & Owner's Manuals will be Delivered with Equipment Pricing Item Number Product Description Qtv Unit Price Extension VOR -7512.0000 Jet Stream 6 $500 $3,000 VOR -0301.4100 Ground Geyser 3 $580 $1,740 VOR -8061.4000 Team Spray No2 1 $5,430 $5,430 VOR -0305.4100 Directional Water Jet 4 $560 $2,240 VOR -0309.0100 Water Tunnel No2 1 $2,100 $2,100 VOR -7513.0000 Fountain Spray 2 $580 $1,160 VOR -7650.0000 Power Volcano 01 1 $4,120 $4,120 VOR -1910.0300 Smartpoint Not 2 $15,010 $30,020 VOR -33900.8707 Timer Power Pack 4 — No Additional Charge 1 $0 $0 Total For Play Products $49,810 Freight $1,450 TOTAL $51,260 Terms • Purchase Order Due Upon Acceptance • Total Due Upon Delivery All products and materials are guaranteed to be as specified. Any alterations or deviations from the above order may incur an extra charge over and above the quote provided in this proposal. Acceptance A signature below indicates that the above proposal is acceptable to the City of Otsego (Prairie Park), and that Commercial Recreation Specialists is authorized to initiate an order of the proposed items on their behalf, and that the City of Otsego (Prairie Park) agrees to the price and payment terms as specified. This proposal is valid for 30 days from June 2, 2011. Commercial Recreation Specialists Representative City of Otsego (Prairie Park) Representative Date Date COMMER(IAE REEREATION SPECIALISTS ...building better recreation ,VORTEX Splashpad' 3 of 3 WARRANTY AQUATIC PLAY PRODUCTS Vortex Aquatic Structures International warrants that all its products will conform in kind and quality to the specifications setforth in the specifications sheet for the products, and will be free of defects in manufacturing and material; under normal use and service for the periods set forth below: 25 Year Warranty on stainless steel structures, stainless steel anchoring systems and aluminum spheres. 5 Year Warranty on brass components including; spray nozzles, spray caps and spray heads, high-density polyethylene components, polyurethane components and ultra high molecular weight polyethylene components. 2 Year Warranty on color coating, all moving parts, stainless steel hardware and fiberglass products. All the warranties start on the date of the Seller's invoice. Replacement parts will be warranted for the balance of the original warranty. With regards to defects covered by this warranty, Vortex shall repair or replace the defective part or parts, F.O.B. Vortex. All costs for removal and installation required to perform repairs or replacements shall be the responsibility of the purchaser. The warranty stated above is valid only if the structures and/or equipment are erected and/or installed in conformance with Vortex's installation and assembly instructions and maintained according to the maintenance procedures furnished by Vortex; have been subjected to normal use for the purpose for which the products were designed; have not been subject to misuse, negligence, vandalism, or accident; have not been subjected to addition or substitution of parts; and have not been modified, altered, or repaired by persons other than Seller or Seller's design- ees in any respect which, in the judgment of the Seller, affects the condition or operation of the structures and or components. To make a claim, please contact your local representative or send your written statement of claim, along with the original project number and/or project name to: Vortex Aquatic Structures International 328, Avro Street, Pointe -Claire (Montreal) Quebec, Canada H9R 5W5 or you mayfax us at 514.335.5413. To contact Vortex with any questions or comments with regards to this warranty, call: 514.694.3868 Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX VORTEX WARRANTY WATER MANAGEMENT AND OPERATING SYSTEMS Vortex Aquatic Structures International warrants that all its products will conform in kind and qualityto the specifications setforth in the specifications sheet for the products, and will be free of defects in manufacturing and material; under normal use and service for the periods set forth below: 10 Year Warranty on reinforced fiberglass skid, sand filter fiberglass tank and cartridge filter fiberglass tank. 5 Year Warranty on subterranean vault (enclosure and access hatches), stainless steel manifold, drain boxes, hair and lint strainers, electrical enclosures and chemical controllers and polyurethane components. 2 Year Warranty on holding tank, circulation pumps, chemical injection pumps, chlorinator, acid feed system, polyvinyl chloride (PVC); piping, fittings and ball valves. Check valves, cartridge elements, pressure gauges, chemical sensing probes, motor starters, electrical relays, terminal blocks, solenoid valves, programmable logic controller(PLC), time switches, manual switches, transformers, breakers, electrical wiring and connections. All the warranties start on the date of the Seller's invoice. Replacement parts will be warranted for the balance of the original warranty. With regards to defects covered by this warranty, Vortex shall repair or replace the defective part or parts, F.O.B. Vortex. All costs for removal and installation required to perform repairs or replacements shall be the responsibility of the purchaser. The warranty stated above is valid only if the equipment is installed in conformance with Vortex's installation and assembly instructions and maintained according to the maintenance procedures furnished by Vortex; have been subjected to normal use for the purpose for which the products were designed; have not been subject to misuse, negligence, vandalism, or accident; have not been subjected to addition or substitution of parts; and have not been modified, altered, or repaired by persons other than Seller or Seller's designees in any respect which, in the judgment of the Seller, affects the condition or operation of the structures and or components. To make a claim, please contactyour local representative or send your written statement of claim, alongwith the original project number and/or project name to: Vortex Aquatic Structures International 328, Avro Street, Pointe -Claire (Montreal) Quebec, Canada H9R 5W5 or you may fax us at 514.335.5413. To contact Vortex with any questions or comments with regards to this warranty, call: 514.694.3868 Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX VORTEX QUOTATION TABULATION CITY OF OTSEGO Otsego Prairie Park Quotes for Asphalt Asphalt Rum River Contracting Co. Omann Brothers Paving, Inc. ITEM ESTIMATED NO. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION Furnish and install asphalt paving for trails, including 2 1/2" thick MnDOT 2360 asphalt wearing course and preparation of aggregate base including compaction and tolerancing complete. (6" MnDOT 3138 Class 5 aggregate 1 base fumished and placed by others). 484 SY $14.98 $7,250.32 $19.00 $9,196.00 Total Quote Schedule "A" SUMMARY OF QUOTES: Total Base Quote Schedule A ot720-2011 Otsego Prairie Park Quotation Tabu lationAsphalt QT- 1 OF 1 $7,250.32 Rum River Contracting Co. $7,250.32 $9,196.00 Omann Brothers Paving, Inc. $9,196.00 Prairie Park Splash Pad Otsego, Minnesota UNIT LEGENDS: LS=Lump Sum, SF=Square Feet, SY=Square Yards, EA=Each, LF=Lineal Foot, FF=Face Feet, CY=Cubic Yards, AC = Acres SRF Consulting Group, Inc, Project No. 0005521 Prairie Park Splash Pad - Construction Cost Estimate (Bituminous) 6/21/11 Estimated Unit Cost Total Cost No. Descri tion Qty- Unit in Dollars In Dollars Furnish and install asphalt paving for trails, including 2 1/2" thick MnDOT 2360 asphalt wearing course and preparation of aggregate 1 base including compaction and tolerancing - 484 SY $21.00 $10,164.00 complete. (6" MnDOT 3138 Class 5 aggregate base furnished and placed by others) Total: $10,164.00 5% Contingency $508.20 Total Estimated Construction Cost with 5% Contingency $10,672.20 QUOTATION TABULATION CITY OF OTSEGO Otsego Prairie Park Quotes for Water and Sewer Water & Sewer Dave Perkins Contracting, Inc. County Line Excavating Burschville Construction, Inc. Northdale Construction ITEM NO. I ITEM DESCRIPTION ESTIMATED QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION 1 Furnish and install 4" PVC water service including connection to existing irrigation service and all required appurtenances including self -draining curb boxes tees and reducers - complete. 305 LF $18.00 $5,490.00 $33.00 $10,065.00 $26.25 $8,006.25 $49.75 $15,173.75 2 Furnish and install 9' metal apron - complete. 1 EA $150.00 $150.00 $105.00 $105.00 $250.00 $250.00 $352.07 $352.07 3 Construct drainage structure design N. 5 EA $1,400.001 $7,000.001 $989.00 $4,945.00 $1,200.00 $6,000. $1,313.67 $6,568.3 4 Furnish and install casting assembly, 5 EA $450.00 $2,250.00 $513.00 $2,565.00 $550.00 $2,750.0 $650.43 $3,252.15 5 Fumish and install 8" perforatedPEdrainage pipe - complete. 589 LF $18.00 $10602. $24.00 $14,136.00 $27.00 $15,903.00 $28.88 $17010.3 6 1 Furnish and install 6" PVC drainage pipe complete. 275 LF ___$15.001 $4,12500 $22.00 $6,060.001 $25.75 $7,081.251 $27.77 $7,636.751 Total Quote Schedule "A" $29,617.00 SUMMARY OF QUOTES: Dave Perkins Contracting, Inc. Total Base Quote Schedule A $29,617.00 ot720-2011 Otsego Prairie Park Quotation TabulationWater & Sewer QT - 1 OF 1 $37,866.00 County Line Excavating $37,866.00 $39.990.50 Burschville Construction, Inc, $39,990.50 $49.993.39 Northdale Construction $49,993.39 Prairie Park Splash Pad Otsego, Minnesota UNIT LEGENDS: LS=Lump Sum, SF=Square Feet, SY=Square Yards, EA=Each, LF=Lineal Foot, FF=Face Feet, CY=Cubic Yards, AC = Acres SRF Consulting Group, Inc. Project No. 0005521 Prairie Park Splash Pad - Construction Cost Estimate (Water/Drainage) 6/21/11 Estimated Unit Cost Total Cost No. Description Qty. Unit in Dollars in Dollars Furnish and install 4" PVC water service 1 including connection to existing irrigation 305 LF $22.00 $6,710.00 service and all required appurtenances - complete. 2 Furnish and install 8" metal apron - 1 EA $200.00 $200.00 complete. 3 Construct drainage structure design N 5 EA $750.00 $3,750.00 4 Furnish and install casting assembly. 5 EA $425.00 $2,125.00 5 Furnish and install 8" perforated PE 589 LF $15.00 $8,835.00 drainage pipe - complete. 6 Furnish and install 6" PVC drainage pipe 275 LF $18.00 $4,950.00 complete. Total: $26,570.00 5%Contingency $1,328.50 Total Estimated Construction Cost with 5% Contingency $27,898.50 QUOTATION TABULATION CITY OF OTSEGO Otsego Prairie Park Quotes for Splash Pad Blackstone Contractors, LLC Bulach Custom Rock George F. Cook Quote Schedule A -Splash Pad -Section 1 Construction Co. ITEM I ESTIMATED NO. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION 1 Furnish and install 2" PVC water service pipe 56 LF $5.00 $280.00 $0.00 $54.00 $3,024.00 Furnish and install 6" PVC drainage pipe from (manhole by others) - NO. 2 complete including appurtenances. 73 LF $5.00 $365.00 $0.00 $87.00 $6,351.00 Total Quote Schedule "A" $645.00 $0.00 $9,375.00 Total Quote Schedule "B" $55,443.80 $44,768.15 $86,178.20 Blackstone Contractors, LLC Bulach Custom Rock George F. Cook Quote Schedule B - Splash Pad - Section 2 Construction Co. ITEM I ESTIMATED NO. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION 1 Furnish and install 6" thick concrete paving with integral color - complete. 2,671 SF $9.80 $26,175.80 $7.73 $20,646.83 $13.70 $36,592.70 2 Furnish and install 4" thick concrete pavingwith integral color - complete. 1,338 SF $9.00 $12,042.00 $7.90 $10,570.20 $14.10 $18,865.80 3 Furnish and install 4" thick concrete paving- complete, 2,871 SF $6.00 $17,22&00 $4.72 $13,551.12 $10.70 $30,719.70 Total Quote Schedule "B" $55,443.80 $44,768.15 $86,178.20 Total Quote Schedule "C" SUMMARY OF QUOTES: Total Base Quote Schedule A Did not supply unit price for these items. Error in calculation. $25,073.20 Blackstone Contractors, LLC ot720-2011 Otsego Prairie Park Quotation TabulationSplash Pad BT - 1 OF 1 $81,162.00 Bulach Custom Rock $44,768.15 $0.00 $32,674.00 George F. Cook Construction Co. $128,227.20 Blackstone Contractors, LLC Bulach Custom Rock George F. Cook Quote Schedule C - Splash Pad - Section 2 Construction Co. ITEM I ESTIMATED NO. ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENSION UNIT PRICE EXTENSION UNIT PRICE EXTENSION Install splash pad spray features, controllers, and timer/power source including electrical service, V PVC piping, enclosure and concret pad for 1 timer and all necessary appurtenances - complete. 1 LS $15,893.20 $15,893.20 $0.00 $18,700.001$18,700.130 Furnish and install modular block seatwall with cap including 6" MnDOT 2 3138 Class 5 aggregate base -com tete. 340 FF $27.00 $9 180.00 $0.00 $41.10 $13 974.00 Total Quote Schedule "C" SUMMARY OF QUOTES: Total Base Quote Schedule A Did not supply unit price for these items. Error in calculation. $25,073.20 Blackstone Contractors, LLC ot720-2011 Otsego Prairie Park Quotation TabulationSplash Pad BT - 1 OF 1 $81,162.00 Bulach Custom Rock $44,768.15 $0.00 $32,674.00 George F. Cook Construction Co. $128,227.20 Prairie Park Splash Pad Otsego, Minnesota UNIT LEGENDS: LS=Lump Sum, SF=Square Feet, SY=Square Yards, EA=Each, LF=Lineal Foot, FF=Face Feet, CY=Cubic Yards, AC = Acres SRF Consulting Group, Inc. Project No. 0005521 Prairie Park Splash Pad - Construction Cost Estimate 6/21/11 Estimated Unit Cost Total Cost No. Section 1- Utilites Description Qty. Unit in Dollars In Dollars 1 Furnish and install 2" PVC water service pipe 56 LF $16.00 $896.00 and all required appurtenances - complete. Furnish and install 6" PVC drainage pipe from splash pad drains to proposed manhole 2 location (manhole by others) - complete, 73 LF $18.00 $1,314.00 including connections to drains and all required appurtenances. Section 1 - Utilities Total: $2,210.00 Section 2 - Asphalt &Concrete Estimated Unit Cost Total Cost No. Descri tion Qty- Unit in Dollars In Dollars ) - 1 Furnish and install 6" thick concrete paving 2,671 SF $7.00 $18,697.00 with integral color - complete. 2 Furnish and install 4" thick concrete paving 1,338 SF $6.00 $8,028.00 with integral color - complete. 3 Furnish and install 4" thick concrete paving - 2,871 SF $3.50 $10,048.50 complete Section 2 - Asphalt & Concrete Total: $36,773.50 :a _._.-_ Rrv-- 1 Prairie Park Splash Pad Otsego, Minnesota SRF Consulting Group, Inc. Project No. 0005521 /•0 1p".1 e Z Estimated Unit Cost Total Cost No. Section 3 -Site Furnishin s Description Q Nn Dollars In Dollars Install splash pad spray features, controllers, and timer/power source including electrical 1 service, enclosure and concrete pad for 1 EA $12,500.00 $12,500.00 timer, 1" PVC piping, and all necessary appurtenances - complete. Furnish and install modular block seatwall 2 with cap including 6" MnDOT 3138 Class 5 340 FF $25.00 $8,500.00 ,aggregate base - complete. Section 3 - Site Furnishings: $21,000.00 Subtotal $59,983.50 5% Contingency $2,999.18 Total Estimated Construction Cost with 5% Contingency $62,982.68 /•0 1p".1 e Z 06-16-'11 17:00 FROM-Omann Bros Inc 7634978261 T-244 P0001/0006 F-346 - - A'1T')rN: ,oM.ANN Pax Brothers Paving, ins= 6551 Labeaux Ave NE From". PO Box 120' Albertville, MN 55301 (phone)163-497.82591(Fax) 763-497-8261 Date: PAVING / EXCAVATING /'QNCRETF Regarding: Number of Pages: Comments: Q � A t �4hAl,� 4ct � FAX COVER SWEET 06-16-'11 17:00 FROP'1-Omann Bros Inc 7634578261 QUOTF- FORM PROPOSAL.: Prairie Park PROJECT: General Site Improvements - Bituminous OWNER: City of Otsego 8899 Nashua Avenue Otsego, MN 55330 PROJECT CONSULTANT: SRF Consulting Group, Inc. One Carlson Parkway North, Suite 150 Minneapolis, MN 55447-440 BID SUBMISSION To Be Determined DATE AND TIME: T-244 P0002/0006 F-346 SUBMITTED BY: Name: Qa'vIN6� (Type or Print) Address: s"�`/ G� dei, ,� A,�c AIL Contact:� �"•""^ Telephone: 767 5'9 7 s�S Fax: 963 `1q-�-V J-6 � OFFER The undersigned, being familiar with the local conditions affecting the cost of the work and with the Contract Documents, including the Form of Proposal, General Conditions, Drawings and Addenda, and in accordance with the provisions thereof, hereby propose to furnish all labor, materials, and equipment necessary to complete construction under Proposal No. 1 - Prairie Park General Site Improvements. 1 06-16-'11 17;00 FROM-Ornann Bros Inc 7634978261 T-244 P0003/0006 F-346 UNIT LEGENDS: LS=Lump Sum, SF -Square Feet, SY=Square Yards, EA=Each, EE=Llneal Foot, FF= Face Feet, CY=Gubia Yards, AC = Acres Prairie Park General Site Improvements (Bituminous) - Quote Form No. Section 1 -Earthwork Description Qty. Estimated Unit Unit Cost tin Dollars) Total Cost (in Dollars) Furnish and install asphalt paving for trails, Including 2 112" thick MnDOT 2360 asphalt wearing course and preparation of aggregate 484 SY 1 base including compaction and tolerancing - r complete, (6" MnDOT 3138 Class 6 ' aggregate base furnished and placed by others Total Quote 06-16-'11 17:01 FEW -Wane Bros Inc 7634378261 T-244 P0004/0006 F-346 The quantities indicated for "UNIT PRICE" quote items are for quoting purposes only and for comparison to Contractor's quantities. Estimated quantities shown on the Quote Form are not guaranteed. "UNIT PRICE" bids shall include all labor, materials, storing, equipment, overhead, profit, insurance, tags, etc., necessary to cover the work described in the Contract Documents. Final payment to the Contractor for "UNIT PRICE" bid items shall be based on the actual authorized and installed Contractor's bid quantity. Each quoter must verify or establish quantities and the extent of work to their own satisfaction for "LUMP SUM" quote items, and submit a total quote sufficient to cover all the work outlined in the Contract Documents. "LUMP SUM" quotes shall include all labor, materials, storing, equipment, overhead, profit, insurance, tags, etc., necessary to cover the work described in the Contract Documents. Final payment to the Contractor for "LUMP SUM" quote items shall be based on the Contractor's quote price for completion of the work outlined in the Contract Documents. The Bidder is familiar with the Instructions to bidders and understands the provisions thereof. The bidder is responsible for reviewing the site conditions (both surface and subsoil) and Contract Documents to establish a clear understanding of the work within the scope of this project. The bidder shall not rely on verbal information obtained from employees of the Owner or Consultant. Total Quote line items shall be determined by multiplying the Estimated Quantity column by the Unit Price column for each row. If there are mathematical errors, the unit price shall govern in figuring the Total Quote. The Total Quote shall not be divided by the Estimated Quantity to determine the unit price. OWNER'S RIGHT The Owner reserves the right to revise the scope of the work outlined in the Contract Documents and listed above in the bid schedule. The Owner, based on budgetary considerations, reserves the right to eliminate individual line items completely and/or reduce the total number of units of a partioular line item. "Lump Sum" and "Unit Price" quotes in the Quote Schedule shall prevail for eliminating or changing quantities of work items from those indicated in the Contract Documents. 3 06-16-`11 17: 01 FROM-Ourann Bros Inc 7634978261 T-244 P0005/0006 F-346 ADDENDA The following Addenda have been received. The modifications to the Quote Documents noted therein have been considered and all costs are included In the bid price. Addendum No. Dated Addendum No. _ Dated Addendum No. Dated Addendum No. Dated CONTRACT TIME The undersigned agrees to commence work under this Contract on or before a dated to be specified in written "Notice to Proceed" from the Owner and to fully complete the project within consecutive calendar days thereafter as stipulated in the specifications. Quoter further agrees to pay as liquidated damages the sum of two hundred and fifty dollars ($250j a day for each consecutive calendar day thereafter as herein before provided in the Contract specifications. WITHDRAWAL OF PROPOSAL_ It is understood and agreed that this Proposal cannot be withdrawn within ninety (90) days without the consent of the Owner. A Bid Bond in the arnount of five (5) percent of the Base Quote Payable to the Otsego Finance officer, is attached herewith, and shall be considered liquidated damages to the Owner if the quoter is awarded the Contract but fails to enter into a Contract in accordance with the Proposal. AWARD OF CONTRACT The Contract for the work outlined in the Contract Documents and this quote Form, will be awarded to the lowest qualified quoter. Lowest quote will be determined by the TOTAL QUOTE= PRICE for the acce ted quote items and quantities, including any reductions in quantities and/or the elimination of individual line items listed in the above quote schedule. 0 06-16-'11 17;01 FROM -Oman Bros Inc 7634978261 QUOTE FORM SIGNATUi tl=(S) Respectfully submitted: Quoter is orporation Partnership) (Individual) Firrn: By: Title: Federal Tax: ID Number: Date: 0 /M1ni,,0 Q,sw►JOG.- WfL, x.-06 3�nlS" (�_ /6 .-/l 5 T-244 P0006/0006 F-346 Hakanson Anderson MEMORANDUM Main Office: 3601 Thurston Avenue, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 www.haa-inc.com TO: Honorable Mayor and City Council FROM: Ronald J. Wagner, P.E., City Engineer DATE: June 22, 2011 RE: Otsego — Severe Weather Sirens BACKGROUND 35 City Staff was directed by the City Council to proceed with determining appropriate locations for three severe weather sirens throughout the City. Locations were determined using coverage of parks and schools as Priority 1, coverage of most homes possible as Priority 2, and access to land and backup power as Priority 3. Overlap from other surrounding Cities was also taken into consideration. An attached exhibit shows the final map coverage. Exhibits: A. Map of Coverage and Siren Locations B. Cost of Sirens C. Cost of Installation D. Maintenance Agreement RECOMMENDATION Type of Siren (AC, DC, or AC/DC) were determined by availability of power and generators, the west WWTF Site was chosen as it covered Beaudry Meadow Park and Kaleidoscope School where outdoor activities may occur. The location also covered several hundred homes. The site also has a generator and is City owned. This siren would be AC only. The City Hall site was chosen, as it covered the Prairie Park which hosts many summer outdoor activities. The site is of course City owned and has a generator for backup power allowing for an AC only siren. The third site is located at Quaday Avenue lift station. This site provides coverage for Otsego Elementary School, School Knoll Park, Riverbend Mobile Home Park, and the seasonal homes of Mississippi River Wood. Hundreds of homes also have coverage. The siren will be DC only but easily convertible to AC only when the site ultimately houses a generator. The site is also City owned. ot901-2011 - Severe Weather Sirens Page 1 of 2 The sirens are placed on 55' CL 2 wood poles. Class 2 poles should be able to hold the 450 lb siren in 70 mph winds. The rotating siren gives out 130 decibels, at 100' away. Range is 6,200' (70 decibels). The circles on the map are shown at a conservative 5,800' for wind direction, terrain, trees or other noise obstruction. The installer stated minimal maintenance is required on these newer types of sirens, some greasing for the swivel unit but mostly the batteries in the DC unit. He suggested every third year maintenance. POSSIBLE ACTIONS A. Approve quotes and order the 3 sirens for placement per map. B. Take no action. C. Tami Loff, City Clerk Gary Groen, Finance Director Brad Belair, Public Works Supervisor Dan Licht, City Planner Andy MacArthur, City Attorney Hakanson ot901-2011 - Severe Weather Sirens Page 2 of 2 I-IIIAnderson E 8 o MINNESOTA DEPARTMENT OF TRANSPORTATION CONSTRUCTION PLANS FOR AGGREGATE BASE, BITUMINOUS SURFACING, CURB & GUTTER, GRADING, STORM SEWER, SIGNING, STRIPING, EROSION CONTROL AND MISCELLANEOUS CONSTRUCTION S.A. P. 217-112-001 CITY OF OTSEGO PROJECT NO. 11-02 LOCATED ON 70TH STREET N.E. FROM MARLOWE AVENUE N.E. TO MARTIN FARMS AVENUE N.E. SECTIONS 30 & 31, TOWNSHIP 121, RANGE 23 7TH WN Ro E NE 3a a N a END S.A.P. 217-11 -001 ` BEGIN STA 1 +50 g S.A.P. 21 112-001 TA 0+81 53 3 70TH sTR 30 29 69T I I a z p 9 _ 9 9TH O '--PROJECT LOCATION N ze T N. P� V 6rM O O� CK C3 N Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 500 0 Soo 1o00 wmmmi SCALE IN FEET %,I I I V I V 1 J L V V WRIGHT COUNTY, DISTRICT 3 MINNESOTA THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." PROJECT STA. TO STA. GROSS BRIDGE NET ADT ADT DESIGN ESAL R TON DESIGN NUMBER NUMBER OF FUNCTIONAL LENGTH LENGTH LENGTH (2011) (2031) VALUE DESIGN SPEED OF LANES PARKING LANES CLASSIFICATION S.A.P. 217-112-001 0+81 TO 13+5D 1269 FT 0 FT 1269 FT 0 3300 209000 10 10 40 2 0 RURAL COLLECTOR 70TH STREET NE J I UI'YINU SIGH I UIS IANGL BASED ON: 3.5 FT — HEIGHT OF EYE 2.0 FT — HEIGHT OF OBJECT DATE REVISION GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVISES, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE 70TH STREET CONSTRUCTION PROJECT. SHEET INDEX THIS PLAN CONTAINS 18 SHEETS j�T NO, DESCRIPTION 1 TITLE SHEET 2 ESTIMATED QUANTITIES AND PROJECT LEGEND 3 EARTHWORK SUMMARY AND TABULATIONS 4 STORM SEWER SCHEDULE AND CONSTRUCTION NOTES 5 TYPICAL SECTIONS 6 DETAILS 7 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 8 INPLACE TOPOGRAPHY AND UTILITIES, REMOVALS AND TRAFFIC CONTROL PIAN 9 STREET AND WATERMAIN CONSTRUCTION AND DRAINAGE PLAN 10 EROSION AND SEDIMENT CONTROL PLAN 11 SIGNAGE AND STRIPING PLAN, NOTES, LEGEND AND TABULATION 12-14 SIGN DETAILS X1 _X4 CROSS SECTIONS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 43362 DATE 5/16/11 TIMOTHY A. EGGERICHS, P.E. LIC. N0. HAKANSON ANDERSON DESIGN ENGINEER APPROVED 26052 DATE 5/16/11 RONALD J. WAGNER, P.E. LIC. NO. HAKANSON ANDERSON CITY OF OTSEGO ENGINEER DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE STATE AID ENGINEER: APPROVED FOR STATE AID FUNDING CITY PROJECT NO. 11-02 S.A.P. 217-112-001 SHEET 1 OF 14 SHEETS - -------------------- ------------------- FSTIMATFn OIJANTITIFS ITEM NO. SPEC. REF. DESCRIPTION UNIT TOTAL ESTIMATED QUANTITY S.A. P. 217-112-001 70TH STREET N. E. ROADWAY STORM SEWER ESTIMATED ESTIMATED QUANTITY QUANTITY LEGEND - - - RIGHT-OF-WAY - - - - EXISTING CONTOUR �� '�` * ' APPROXIMATE EDGE OF WOODS PROPERTY LINE EDGE OF BITUMINOUS - c UNDERGROUND GAS - P -BUR UNDERGROUND ELECTRIC - T -BUR UNDERGROUND TELEPHONE - P -0H OVERHEAD ELECTRIC - F/° UNDERGROUND FIBER OPTIC - c- UNDERGROUND CABLE i TELEPHONE PEDESTAL --- SIGN DETAIL NUMBER J): :-SHEET NUMBER ---- EXISTING CURB AND GUTTER EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN IR EXISTING CATCH BASIN a, EXISTING STORM MANHOLE e EXISTING SANITARY MANOLE L'4 EXISTING GATE VALVE 'O' EXISTING HYDRANT EXISTING LIGHT POLE PROPOSED CURB AND GUTTER «- PROPOSED STORM SEWER I PROPOSED WATERMAIN 99 PROPOSED CATCH BASIN ® PROPOSED STORM MANHOLE ® PROPOSED MEDIAN DRAIN M PROPOSED GATE VALVE `Cf PROPOSED HYDRANT PROPOSED LIGHT POLE 1 2021.501 MOBILIZATION LUMP SUM 1 0.86 0.14 2 2104.501 REMOVE CONCRETE CURB LIN FT 121 121 3 2104.501 REMOVE WATERMAIN LIN FT 40 40 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 210 210 5 2104.505 REMOVE CONCRETE PAVEMENT SQ YD 17 17 6 2104.509 REMOVE PERMANENT BARRICADE EACH 2 2 7 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 77 77 8 2104.523 SALVAGE SIGN EACH 1 1 9 2105.501 COMMON EXCAVATION (P) CU YD 6,364 6,364 10 21505.505 MUCK EXCAVATION (EV) CU YD 200 200 11 2211.501 AGGREGATE BASE CLASS 3 MODIFIED TON 9,746 9,746 12 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 2,386 2,386 13 2232.501 MILL BITUMINOUS SURFACE (2") SQ YD 18 18 14 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 296 296 15 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 717 717 16 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON 896 896 17 2502.541 4" PERF PE PIPE DRAIN LIN FT 123 123 18 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 570 570 19 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 754 754 20 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 10 10 21 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 1 22 2503.603 6" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT 10 10 23 2503.603 8" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT 100 100 24 2503.603 16" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT 90 90 25 2503.604 4" INSULATION SQ YD 3.6 3.6 26 2503.608 DUCTILE IRON FITTINGS POUND 1,035 1,035 27 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1 1 28 2504.602 6" GATE VALVE AND BOX EACH 1 12 29 2504.602 8" GATE VALVE AND BOX EACH 1 1 30 2504.602 HYDRANT EACH 1 1 31 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 LIN FT 22.5 22,5 32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LIN FT 6.0 6.0 33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL LIN FT 6.2 6.2 34 2506.516 CASTING ASSEMBLY EACH 8 8 35 2521.501 4" CONCRETE WALK SQ FT 105 105 36 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 2,334 2,334 37 2531.618 TRUNCATED DOMES SQ FT 16 16 38 2554.505 PERMANENT BARRICADES LIN FT 168 168 39 2554.509 GUIDE POST TYPE B EACH 2 2 40 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.86 0.14 41 2564.531 SIGN PANELS TYPE C SQ FT 32.3 32.3 42 2564.602 INSTALL SIGN EACH 1 1 43 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 2,425 2,425 44 2573.530 STORM DRAIN INLET PROTECTION EACH 8 8 45 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 1 46 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 100 47 2575.601 EROSION CONTROL LUMP SUM 1 0.86 0.14 48 2575.605 TURF ESTABLISHMENT ACRE 1.6 1.6 49 2582.502 4" SOLID LINE WHITE - EPDXY LIN FT 2,119 2,119 50 2582.502 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT 1,058 1,058 DATE REVISION I hereby certify that this pion, specification, or report was OMM By: prepared by me or under my direct supervision and that i TAE Hakanson Anderson nc. CrrY OF ESTIMATED QUANTITIES x of a duly Licensed Prof essional Engineer under the laws Assoc.,'� O Ej GO AND PROJECT LEGEND of the state of Alinneeato. �w Im; Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-112-001 IIMUIHY A. LWLRICHS, P.E. own; 763-427-5860 FAX 763-427-0520 Date 5/16/11 L1c. No. 43362 RJW www.hakonson-onderson.com ON THB GRBAT RIVBH &IAD CITY OF OTSEGO, MINNESOTA EARTHWORK TABLE °- 70TH STREET NE CHARTER COMMUNICATIONS AREAS VOLUMES CUMULATIVE VOLUMES BRAD BELAIR S uare Feet Cubic Yards Cubic Yards STATION CUT FILL CUT FILL CUT FILL 1+00 118.74 27.48 NET FILL QUANTITY 1,762 C.Y. 03 SUMMARY OF TOPSOIL FILL QUANTITY FOR USE WITH OR WITHOUT TRAFFIC LOADS BOULEVARD FILL (TOPSOIL DRESSING) 240.77 37.09 240.77 37.09 1+50 141.29 12.58 C.Y. TOTAL EARTH BALANCE SUMMARY SHALLOW DEPTH CATCH BASIN NET TOPSOIL FILL QUANTITY 590 C.Y. 289.54 11.79 530.30 48.88 2+00 171.41 0.15 - 1,285 C.Y. EXCESS TOPSOIL 518 C.Y. NET FILL QUANTITY 1,762 328.25 2.60 858.56 51.48 2+50 183.10 2.66 COMMON EXCAVATION MINUS TOPSOIL STRIPPING 5,079 C.Y. QS EXCESS SUITABLE GRADING MATERIAL (EV) 2,788 C.Y. 337.82 13.37 1196.38 64.85 3+00 181.74 11.78 TRUNCATED DOMES 7100H CONCRETE CURB AND GUTTER DESIGN B AND DESIGN V 329.83 31.16 1526.21 96.01 3+50 174.47 21.87 8002G PERMANENT BARRICADE 8150C INSTALLATION OF CULVERT MARKERS 318.97 44.34 1845.18 140.36 4+00 170.02 26.02 329.76 40.26 2174.94 180.61 4+50 186.12 17.46 373.00 39.09 2547.94 219.70 5+00 216.72 24.75 339.02 91.88 2886.97 311.58 5+50 149.42 74.47 213.76 156.77 3100.72 468.35 6+00 81.43 94.84 143.17 174.43 3243.90 642.78 6+50 73.19 93.54 125.66 1 B3.59 3369.56 826.37 7+00 62.52 104.73 156.63 162.75 3526.19 989.12 7+50 106.64 71.03 203.53 122.08 3729.72 1111.20 8+00 113.18 60.81 1 193.66 1 116.92 3923.38 1228.12 8+50 95.98 65.47 155.51 137.44 4078.89 1365.56 9+00 71.97 82.97 112.64 145.24 4191.53 1510.80 9+50 49.68 73.89 65.33 166.74 4256.85 1677.55 10+00 20.88 106.20 87.61 168.07 4344.47 1845.62 10+50 73.75 75.32 162.37 107.17 4506.84 1952.79 11+00 101.61 40.42 206.11 68.60 4712.95 2021.39 11+50 120.99 33.67 190.16 94.58 4903.11 2115.97 12+00 84.38 68.48 107.19 166.89 5010.30 2282.86 12+50 31.39 111.76 0.00 0.00 5010.30 2282.86 PUBLIC UTILITIES CONTACT TABULATION DIP FITTINGS SUMMARY UTILITY OWNER CONTACT NAME PHONE CHARTER COMMUNICATIONS STEVE SENGER 763682-5982 - EXT. 11519 CITY OF OTSEGO PUBLIC WORKS BRAD BELAIR 763-235-3175 CENTERPOINT ENERGY ALLA DENISOVA 612-321-5077 QWEST DENNIS GRUENEICH 763712-5018 CENTURYLINK GARY JUNGCLAUS 763-425-3812 WRIGHT HENNEPIN CO-OP BOB FENNER 612-719-9811 SUMMARY OF EARTH BALANCE SUMMARY OF COMMON EXCAVATION DIP FITTINGS SUMMARY AGGREGATE BASE CLASS 5 FITTING WEIGHT/FITTING FITTING (LBS) QUANTITY TOTAL WEIGHT (LBS) 8" PLUG 50 1 50 16" PLUG 150 1 150 16" X6" REDUCER 230 1 230 16" X8" CROSS 605 1 605 FROM EARTHWORK TABLE TOTAL 1035 SUMMARY OF EARTH BALANCE SUMMARY OF COMMON EXCAVATION THESE STANDARD PLATES AS APPROVED BY THE FHWA SHALL APPLY AGGREGATE BASE CLASS 5 FROM EARTHWORK TABLE 5,010 C.Y. 05 BOULEVARD SUBCUT + 69 C.Y. Q5 TOPSOIL STRIPPING + 1,285 C.Y. TOTAL COMMON EXCAVATION 6,364 C.Y. 02 SUMMARY OF FILL QUANTITY 4006L MANHOLE OR CATCH BASIN FROM EARTHWORK TABLE 2,283 C.Y. BOULEVARD FILL (TOPSOIL DRESSING) - 521 C.Y. NET FILL QUANTITY 1,762 C.Y. 03 SUMMARY OF TOPSOIL FILL QUANTITY FOR USE WITH OR WITHOUT TRAFFIC LOADS BOULEVARD FILL (TOPSOIL DRESSING) 521 C.Y. BOULEVARD FILL (SUBCUT AREAS) + 69 C.Y. NET TOPSOIL FILL QUANTITY 590 C.Y. TOTAL EARTH BALANCE SUMMARY SHALLOW DEPTH CATCH BASIN NET TOPSOIL FILL QUANTITY 590 C.Y. COMPACTION FACTOR * 1.30 CONCRETE ADJUSTING RINGS REQUIRED TOPSOIL FILL 767 C.Y. TOPSOIL STRIPPING - 1,285 C.Y. EXCESS TOPSOIL 518 C.Y. NET FILL QUANTITY 1,762 C.Y. OS COMPACTION FACTOR * 1.30 4143E REQUIRED FILL 2,291 C.Y. Q5 COMMON EXCAVATION MINUS TOPSOIL STRIPPING 5,079 C.Y. QS EXCESS SUITABLE GRADING MATERIAL (EV) 2,788 C.Y. BASIS OF ESTIMATED QUANTITIES THESE STANDARD PLATES AS APPROVED BY THE FHWA SHALL APPLY AGGREGATE BASE CLASS 5 100 lbs/yd2/in NON WEARING BITUMINOUS COURSE MOCTURE 110 lbs/yd z/in WEARING COURSE BITUMINOUS MIXTURE 110 Ibs/yd2/in BITUMINOUS MATERIAL FOR TACK COAT 0.05 gal/yd2 SEED MIXTURE 260 100 lbs/acre MULCH MATERIAL TYPE 1 2 t/ac TYPE 3, SLOW RELEASE FERTILIZER ANALYSIS 22-0-10 1 300 Ib./acre Ihereby certify Thai this plan, specification, or report was rTAE prepared by me or under my directand thatl duly Licensed Professional Engineer under fhe lawsf the Slate of Minnesofa. : F ---e: Date 5/16/11 Lic. No. 43362 1 RJW Hakanson Anderson Assoc., Inc. Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 1 i-11 www.hokonson-anderson.com STANDARD PLATES THESE STANDARD PLATES AS APPROVED BY THE FHWA SHALL APPLY PLATE NO. DESCRIPTION 3000L REINFORCED CONCRETE PIPE 3006G GASKET JOINT FOR R.C. PIPE SHEAR REINFORCEMENT FOR 3D07D PRECAST DRAINAGE STRUCTURES 3145F CONCRETE PIPE TIES 4006L MANHOLE OR CATCH BASIN PRECAST 4010H CONCRETE SHORT CONE AND ADJUSTING RING (SECTIONAL CONCRETE) 4011E PRECAST CONCRETE BASE 4020J MANHOLE OR CATCH BASIN COVER FOR USE WITH OR WITHOUT TRAFFIC LOADS MANHOLE OR CATCH BASIN COVER 4022A 3 FT. X 2 FT. OPENING FOR USE WITH OR WITHOUT TRAFFIC LOADS 48" DIA. PRECAST 4024A SHALLOW DEPTH CATCH BASIN CONCRETE ENCASED 4026A CONCRETE ADJUSTING RINGS RING CASTING FOR 4101D MANHOLE 4108F ADJUSTING RINGS FOR CATCH BASINS AND MANHOLES 411 OF COVER CASTING FOR MANHOLE (FOR USE IN ALL TRAFFIC AREAS) 4143E STOOL GRATE & CONCRETE FRAME (MEDIAN DRAINS) 4180J MANHOLE OR CATCH BASIN STEP CONCRETE WALK & 7035M CURB RETURNS AT ENTRANCES 7036G PEDESTRIAN CURB RAMP PERPENDICULAR DESIGN 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7100H CONCRETE CURB AND GUTTER DESIGN B AND DESIGN V INSTALLATION OF 7111J CATCH BASIN CASTINGS CONCRETE CURB & GUTTER 80001 STANDARD BARRICADES 8002G PERMANENT BARRICADE 8150C INSTALLATION OF CULVERT MARKERS REFERENCE NOTES: 1Q NUMBERS SHOWN IN THE TABLE DO NOT INCLUDE 4 INCHES OF TOPSOIL EXCAVATION. 02 QUANTITY SHALL BE PAID PER ITEM 2105 -COMMON EXCAVATION. Q3 FILL SHALL BE SUITABLE GRADING MATERIAL. PLACEMENT AND COMPACTION OF ALL FILL SHALL BE INCIDENTAL ®TOPSOIL SHALL BE USED TO DRESS ALL BOULEVARDS. THIS WORK SHALL BE INCIDENTAL. (3) SUITABLE GRADING MATERIAL. © ANY MATERIAL NOT UTILIZED ON THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF THE RIGHT-OF-WAY IN ACCORDANCE WITH SPEC. 2104. cm OF EARTHWORK SUMMARY SHEET OTSEGO AND TABULATIONS 3 0 S.A.P. 217-112-001 14 ON THS GMT RIVER ROAD CITY OF OTSEGO, MINNESOTA sHEETs 01353 3x GENERAL CONSTRUCTION AND SOILS NOTES: 1. TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 3 AGGREGATE BASE. ALL UNSTABLE MATERIAL SUCH AS TOPSOIL, SILTS, ORGANIC MATERIALS, MUCK, ETC. ENCOUNTERED DURING EXCAVATION WHICH IS NOT ACCOUNTED FOR IN THE ESTIMATED QUANTITIES WILL BE PAID PER ITEM 2105 -MUCK EXCAVATION. 2. STRIP ALL INPLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. IN AREAS OF STREET, SHOULDER, AND INTERSECTION CONSTRUCTION, THE EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 1 FT. 3. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED TO 100%. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 4. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. 5. IN ANY PAVEMENT WIDENING THE CONTRACTOR SHALL STRIVE TO SUBSTANTIALLY MATCH BACKFILL MATERIAL WITH IN PLACE SOILS TO FORESTALL ABRUPT FROST DIFFERENTIAL. GRANULAR FILL SHALL NOT BE PLACED BESIDE NON GRANULAR SOILS AND VICE VERSA. 6. WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT CUT VERTICALLY TO THE BOTTOM OF INPLACE SURFACING OR TOP OF GRADING SUBGRADE WHICHEVER IS DEEPER AT A 1(V):2(H) TO THE BOTTOM OF EXCAVATION. 7. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. B. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH Mn/DOT SPEC. 2104.3. 9. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES (INCIDENTAL). THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. 10. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58-28, SPEC. 3151 MODIFIED, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPEC. 3151 MODIFIED IS INCLUDED IN TECHNICAL MEMORANDUM NO. 02-D6-MRR-01. SPECIFIC PG GRADES SHALL BE STATED IN THE SPECIAL PROVISIONS AND AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. 11. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 12. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION OPERATIONS UNDER THIS CONTRACT. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION. 13. EROSION CONTROL SHALL CONFORM TO THE Mn/DOT EROSION CONTROL HANDBOOK. 14. CATEGORY 3 EROSION CONTROL BLANKET SHALL BE INSTALLED IN AREAS OF POSSIBLE EROSION AS DIRECTED BY THE ENGINEER. 15. USE CLASS C BEDDING FOR ALL STORM SEWER. REFERENCE NOTES: 1Q FLOWLINE ELEVATIONS ARE BASED ON THE NORMAL GUTTER GRADE MINUS 2". 02 OFFSET DIMENSIONS ARE MEASURED TO THE BACK OF CURB OR THE CENTER OF THE GRATE OR COVER CASTING. Q3 ALL CASTINGS AND CONCRETE ADJUSTING RINGS SHALL BE ENCASED IN CONCRETE PER Mn/DOT STANDARD PLATE 4026. ® CASTING SHALL BE SET IN CONCRETE FRAME PER Mn/DOT STANDARD PLATE 4143. QS CASTING SHALL MEET THE REQUIREMENTS OF NEENAH R-3067 OR APPROVED EQUAL © CONCRETE ADJUSTING RINGS. MIN. 2-2" RINGS, MAX. 4-2" RINGS. Q7 CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB. © STRUCTURE SHALL BE CONSTRUCTED WITH OPENINGS FOR THE P.A.B. DRAIN. 09 STRUCTURE SHALL MEET THE REQUIREMENTS OF1 . 4 STORM SEWER SCHEDULE STRUCTURE NO. STRUCTURE LOCATION DRAINAGE STRUCTURES FLOWLINE OR TOP OF FRAME ELEVATION 1O INVERT ELEVATION 15" RCP CL V 18" RCP CL III 21" RCP CL III PIPE SLOPE GUIDE POSTS TYPE B STORM DRAIN INLET PROTECTION REMARKS FLOWS FROM FLOWS TO STATION OFFSET (2) TYPE DESIGN / PAY HEIGHT CASTING ASSEMBLY TYPE H 4811020 SPECIAL O9 LIN FT LIN FT LIN FT0 LIN FT LIN FT LIN FT % EACH EACH 50DO 5001 1+10 23' LT CB 3.10 SPECIAL 1 951.46 946.36 41 1.22 1 5001 EX STING PIPE 1+10 23' RT CB/MH 5.00 SPECIAL 1 951.46 W 945.46 10 1.13 1 N 947.86 E 946.65 5002 5001 4+65 23' RT CB/MH 7.26 SPECIAL 1 956.11 W 948.85 355 0.62 1 E 948.95 5003 5004 8+63.86 23' LT CB 3.10 SPECIAL 1 954.61 951.51 41 0.88 1 5004 5002 8+63.86 23' RT CB/MH 3.66 SPECIAL 1 954.61 W 950.95 399 0.50 1 N 951.15 E 951.15 5005 5006 1 12+75 50' LT CB 3.00 M-11 960.00 957.00 71 0.50 1 1 5006 50134 12+47 15' RT STM/MH 6.55 A-7 963.10 W 956.55 383 1.41 1 SE 957.65 NE 956.65 5007 5006 12+75 35' RT CB 3.00 M-11 961.00 955.00 34 1.03 1 1 TOTALS 6.00 22.47 6.20 570 754 10 2 8 CASTING NEENAH 3067 OR EQUIVALENT WITH DL/DR OR VANE GRATE WALL TOION BE PRECAST SECTOR CONCRETE o SEWER BLOCK a 24"X36" / /-PRECAST OPENINGS XAS SEE NOTE Q7 3" 42"X54" 1 2'X3' CATCH BASIN a UA It KLVIDIUN 1 hereby certify that this plan, specification, or report was BMW e: Hakanson Anderson Assoc., Inc. Sam prepared by me or under my direct supervision and that I TAE CITY OF STORK SEWER SCHEDULE of a duly Licensed Professional Engineer under the law, O EGO AND CONSTRUCTION NOTES or the stat. at Minn eeota. peel %: Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 °t 11MUIMT A. WULKILHS, F.L. OM BY: 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 4 Date 5216/11 Ll c. No. 43362 RJW I www.hakanson-anderson.com ON THB GREAT RIM ROAD CITY OF OTSEGO, MINNESOTA SHEETS CASTING ASSEMBLIES SUMMARY ASSEMBLY RING OR FRAME CASTING NO. GRATE CASTING NO. COVER CURB CASTING BOX N0, NO. QUANTITIES REMARKS A-7 700-7 716 1 M-11 ROUND CONCRETE 731 2 STOOL GRATE SPECIAL 1 5 O PROJECT TOTALS: 8 CASTING NEENAH 3067 OR EQUIVALENT WITH DL/DR OR VANE GRATE WALL TOION BE PRECAST SECTOR CONCRETE o SEWER BLOCK a 24"X36" / /-PRECAST OPENINGS XAS SEE NOTE Q7 3" 42"X54" 1 2'X3' CATCH BASIN a UA It KLVIDIUN 1 hereby certify that this plan, specification, or report was BMW e: Hakanson Anderson Assoc., Inc. Sam prepared by me or under my direct supervision and that I TAE CITY OF STORK SEWER SCHEDULE of a duly Licensed Professional Engineer under the law, O EGO AND CONSTRUCTION NOTES or the stat. at Minn eeota. peel %: Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 °t 11MUIMT A. WULKILHS, F.L. OM BY: 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 4 Date 5216/11 Ll c. No. 43362 RJW I www.hakanson-anderson.com ON THB GREAT RIM ROAD CITY OF OTSEGO, MINNESOTA SHEETS ROW !� TYPICAL SECTION 5 q ROW 4.5" BITUMINOUS 6" AGGREGATE BITUMINOUS ROLL OVER 1/8" MIN. — 3/8" MAX. 1 11 PAVING AT CURB DETAIL 5 N.T.S. EXISTING ;ll ow sees un on eee, Ones ease seen seft GROUND X00 — — — 01001 0001 Z Z/_% /JJJ JJ �1— ��JJ Sees LEGEND COMMON EXCAVATION (TOPSOIL) SUITABLE GRADING 4" TOPSOIL DRESSING MATERIAL 1Q 3 TYPICAL FILL SECTION COMMON EXCAVATION (TOPSOIL) 5 N.T.S. COMMON EXCAVATION EXISTING ROW GROUND REFERENCE NOTES: 4" BOULEVARD 1Q SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL SUBCUT, TOPSOIL FILL 4" BOULEVARD CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION SUBCUT, TOPSOIL FILL OF TOPSOIL, SILTS, DEBRIS, ORGANIC MATERIAL, AND OTHER CUT SLOPE UNSTABLE MATERIAL. h SUBGRADE CUT SLOPE 2 (2 CONTRACTOR SHALL PROVIDE A SAFE CUT SLOPE PER OSHA REQUIREMENTS. 4 TYPICAL EXCAVATION SECTION = g N.T.S. DATE REVISION I hereby certify that this plan, ap.6fi-ti—, or report was DMMM BC: - o prepared by me or under my direct supervision and that I SHEET am a duly Licensed Professional Engineer under the lows TAE Hakanson Anderson Assoc., Inc. CM OF TYPICAL SECTIONS 5 of the Stats of Minn .ao+❑. BMW BhCivil Engineers and Land Surveyors OF TAE 3601 Thurston Ave., Anoka, Minnesota 55303 0��� 77EGGERICHS. P.L.MOTT —ill o� �; 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 4 ;x Date Lic. No. 43362 RJW www.hakanson—anderson.com 5/16/11 CITY OF OTSEGO MINNESOTA ON THE GREAT H1VSS ROAD SHEETS CURB W 3 4" PERFORATED PIPE TRANSVERSE P.A.B. DRAINS 1' BELOW SUBGRADE O (MAY BE ADJACENT TO, BELOW, OR L ABOVE STORM SEWER) ®09 CURB BITUMINOUS WEAR COURSE BITUMINOUS NON—WEAR COURSE CLASS 5 AGGREGATE BASE CLASS 3 AGGREGATE SUB—BASE APPROVED SUBGRADE 'COARSE FILTER AGGREGATE MN/DOT SPEC. 3149 GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 4" DIA. PERFORATED PIPE MN/DOT SPEC. 3278 (HAUNCH BOTTOM Ys OF PIPE) TRANSVERSE PERMEABLE 3 AGGREGATE BASE (P.A.B.) DRAIN (j N.T.S. evy cernry mar rens pian, apecmcanon, or -pan roe DEMB BY: prepared by ce ar under my direct supervision and that i TAE Hakanson Anderson Assoc. Inc.CITY OF DETAILS SHEET am a duly Licensed Professional Engineer under the lora 0�� 6 or the scat. of Minnesota. py,{A p(; CMI Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 oP IIMUTHY A. LWERIUHS, F.L. 3M r. 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 14 Date 5/16/11 Lic. No. 43362 RJW www.hokonson—anderson.com ON THS GRBAT 3iVSB 130AD CITY OF OTSEGO, MINNESOTA SHEETS 10' MIN. TRANSITION 10' MIN. TRANSITION WATERMAIN 2.� TOP CURB POLYSTYRENE INSULATION BOARD Mn/DOT 3760, AASHTO M 230 ----_—__-- --- --_------- STORM PIPE EXPANSION JOINT V2—NO. EXPANSION JOINT DESIGN GUTTER UNE GRADE 4 REBARS ON EACH SIDE OF CASTING, 10 FEET LONG IN LENGTH PLAN 8618 CURB a./—" & GUTTER 6 6"� GUTTER TO 8618 CURB D MATCH CASTING g & GUTTER � ----------------- --------------- 11 --- 1 —_ MINIMUM TWO LAYERS OF 1s" _M5DIN 10' TAPER 10' TAPER 18" CLEAR INSULATIONBOARD.BOARD. 3D — hr . STAGGER JOINTS PROFILE CURB TRANSITION AT CATCH BASIN 6 INSULATION FOR WATERMAIN 2 AND STORM SEWER CROSSINGS 6 HYDRANT LOCATOR ROD 5 FOOT LENGTH ADJUST TO FINISHED FINISHED ADJUST TO FINISHED GRADE AS SPECIFIED RED / WHITE WITH SPRING MOUNT GRADE AS SPECIFIED GRADE FINISHED GRADE 2 1/2" HOSE CONNECTION ASSEMBLY 4 1/2" PUMPER CONNECTION w o w UVALVE & BLOCKS O WRAPPED WITH VALVE BOX ASSEMBLY ^RS OF 4 MIL ? C ^ kAOX w W Z WATERMAIN,2 SOLID CONCRETE BLOCKS z_ N z N SIZE VARIESMIN. 4" THICK MIN. B"X12" o w p NOMINAL GROUND CONCRETE BLOCKS z 8" LINE MIN. 4" THICK 2 SOLID CONCRETE BLOCKS Ln 8 3/8 MIN. B"X12" MIN. 4" THICK z MIN. 8"X12" SOLID CONCRETE BLOCKS = STANDPIPE TYPICAL RESILIENT WEDGE MIN. 4" THICK = BOTTOM VALVE & BOX INSTALLATION MIN. 8"x12" o s 10" & UNDER WATERMAIN 07 j 6 TYPICAL BUTTERFLY VALVE m o o & BOX INSTALLATION 'coa a 6 12" & OVER WATERMAIN 07 6 REFERENCE NOTES: (D22- BREAKOFF SECTION. 4 PACER TRAFFIC FLANGE HYDRANT 02 03 W O2 LEFT HAND OPERATING NUT. Q PAINT BARREL SECTION RED TO GRADE. 6 (j)DRAIN HOLES ABOVE NORMAL WATER TABLE TO BE OPEN, DRAIN HOLES BELOW NORMAL WATER TABLE TO BE PLUGGED. HYDRANTS WITH PLUGGED DRAIN HOLES SHALL BE TAGGED WITH A METAL STRIP. Q ALL CAPS SHALL BE FITTED WITH CHAINS. © INSULATE ALL WATERMAIN PIPE CROSSINGS WITHIN 2 FEET OF STORM SEWER PIPE. Q ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS TO BRING THE OPERATING NUT TO WITHIN 1 FOOT OF THE SURFACE. © OUTLET TO BOTH SIDES OF THE ROADWAY. MINIMUM TRANSVERSE SLOPE OF PERFORATED PIPE SHALL BE 2.00%. CURB W 3 4" PERFORATED PIPE TRANSVERSE P.A.B. DRAINS 1' BELOW SUBGRADE O (MAY BE ADJACENT TO, BELOW, OR L ABOVE STORM SEWER) ®09 CURB BITUMINOUS WEAR COURSE BITUMINOUS NON—WEAR COURSE CLASS 5 AGGREGATE BASE CLASS 3 AGGREGATE SUB—BASE APPROVED SUBGRADE 'COARSE FILTER AGGREGATE MN/DOT SPEC. 3149 GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 4" DIA. PERFORATED PIPE MN/DOT SPEC. 3278 (HAUNCH BOTTOM Ys OF PIPE) TRANSVERSE PERMEABLE 3 AGGREGATE BASE (P.A.B.) DRAIN (j N.T.S. evy cernry mar rens pian, apecmcanon, or -pan roe DEMB BY: prepared by ce ar under my direct supervision and that i TAE Hakanson Anderson Assoc. Inc.CITY OF DETAILS SHEET am a duly Licensed Professional Engineer under the lora 0�� 6 or the scat. of Minnesota. py,{A p(; CMI Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 oP IIMUTHY A. LWERIUHS, F.L. 3M r. 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 14 Date 5/16/11 Lic. No. 43362 RJW www.hokonson—anderson.com ON THS GRBAT 3iVSB 130AD CITY OF OTSEGO, MINNESOTA SHEETS SURFACE ROAD POST LENGTH, 5 FT. MIN. AT 6 FT. MAX. SPACING So' PLASTIC P TIES 50LB TENSILE) LOCATEDLOCATED IN TOP 8" / DIRECTION OF RNOFF FLOW U GEOTEXTILE FABRIC, 36" WIDTH zZ � w 0 w +° � ACHINE SLICE 8"-12" 6" MINIMU N w DEPTH Lo C- STANDARD MACHINE SLICED 1"-2" WASHED ROCK t ROCK CONSTRUCTION ENTRANCE 7 2'X3' HDPE FRAME INSERT 0°p0 00 0�0� m °°0000 m00p otoot) oo° m Coto °°0000 o tm t ° toots 0000° o°o°0 o°mm °0pto o Coo°oo toot /) °0090 m °o°oma EMERGENCY OVERFLOW PORTS DEBRIS COLLECTION DEVICE 4 FOR CATCH BASINS 7 2 SILT FENCE DETAILS 10 TO PROTECT AREAS FROM SHEET F.. (SEE SPEC. 3BBS) HDPE INSERT BASKETS SHOWN WITHOUT FILTER BAGS. 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS CURB SILT FABRIC SLEEVE PER MNDOT &111� SPECIFICATION 3886 EMERGENCY�� OVERFLOW 1 0 010 0 01 0 0 c}' 0 000, GALVANIZED THREADED HOOK 34.12"---►� N v 6.375" 3.6 HDPE 17.63" EMERGENCY OPEN BOTH SIDES OVERFLOW SILT FABRIC SLEEVE PER MNDOT `v ; a.�e SPECIFICATION 3886 5.69" N �n oQ ptaa'; 2" DIAMETER '�III HOLES T TOP VIEW —SEDIMENT CONTROL SLOT FOR LOCKING TAB BARRIER FRAME SIDE VIEW SEDIMENT CONTROL BARRIER FRAME SEDIMENT CONTROL BARRIER 3 FOR CATCH BASINS 7 HDPE 4ju2" DIAMETER HOLES 0 0 0 0 0 0 0 0 0 0 1 ��+•f�fcl, ' I Y SEDIMENT CONTROL BARRIER s FOR MEDIAN DRAINS SILT FABRIC SLEEVE PER MNDOT SPECIFICATION 3886 00 0 0 00 t)O 0 00 TOP VIEW 37" ——� SIDE VIEW SEDIMENT CONTROL BARRIER FRAME (27" SHOWN) GENERAL EROSION CONTROL NOTES: 1. PRIOR TO ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL ACQUIRE THE NECESSARY MPCA—NPDES STORMWATER PERMIT. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED COVERING CONSTRUCTION ACTIVITIES. THE SWPPP IS INCLUDED IN THE PROJECT MANUAL. 2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWPPP INSPECTION LOG. WEEKLY LOGS MUST BE FORWARDED TO THE ENGINEER FOR REVIEW. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MPCA WHEN FINAL STABILIZATION IS APPROVED BY THE ENGINEER. 7. ALL LABOR, MATERIALS, AND EQUIPMENT COSTS NECESSARY TO MANAGE EROSION AND SEDIMENT IN ACCORDANCE WITH THE Mn/DOT STANDARD SPECIFICATIONS, Mn/DOT EROSION CONTROL HANDBOOK, AND ALL REQUIREMENTS INCLUDED IN THE PROJECT MANUAL SHALL BE PAID PER ITEM 2575—EROSION CONTROL, UNLESS OTHERWISE INCLUDED ON THE PROJECT BID FORM. REFERENCE NOTES: SILT FENCE SHALL FOLLOW AS CLOSELY AS POSSIBLE A SINGLE CONTOUR LINE. EMERGENCY�� OVERFLOW � a 0 0) 0000000 0 0 0 SEDIMENT CONTROL 5.25" BARRIER FRAME rf' 4.1 I £ , SEDIMENT CONTROL s BARRIER FOR MANHOLES 7 HDPE 2" DIAMETER HOLES VPIC RLVIJIUIV I hereby by m that this plan, direct ation, or report viae: CITY OF EROSION AND SEDIMENT CONTROL SHEET prepared y me or under my direct Engineer nde one that i TAE Hakanson Anderson Assoc., Inc. a duly Licensed Win Professional Enpinser under ,h. .are O E '� O NOTES AND DETAILS of the state of Mtnneeoto. ppuX C: Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 of DM 91: 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 14 Date 5/16/11 LIC. No. 43362 RJW www.hakanson—anderson.com ON THE GREAT RIM ROAD CITY OF OTSEGO, MINNESOTA sHEETs OT383 MILL 12 SY I BITUMINOUS PAVEMENT - - (2- WIDE BY 2- DEEP) r�r / 0+00 c F - �'s 50 0 50 1Do SCALE IN FEET �4 H U`1 int mA_ REFERENCE NOTES: 1Q CONCRETE SAWCUT SHALL BE INCIDENTAL i I I SAWCUT 5312 AND REMOVE 123 SY i I REMOVE 87 SY — — — — SAWCUT 2412 AND BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT �TM4 i PROTEO f�- Y ,CURB/ o 1 zoo 3+00 4+00 i5+-00\\ �s+ee—74w0-�, — — +oo��`� e+oo to+o>S Itt,�oo< <96, REMOVE 0"= \ \ PERMANE \ \ \ \ 1 �� �� REMOVE �SSLF ^' BARRICADES\ CONCRETE CURB 1Q i' REMOVE 1012 CONCRETE CURB1Q PROTECT CURB I I i �_ _ _ _ ----- _ _ ---- 0+00 —_0+00 1 +Of. 2+00 3+00 4+00 5+00 6+00 - - � - - - - - - - o! 7+00 8+00 REMOVE 4OLF - WATERMAIN 12+00 _ 1au�/\ SALVAGE STREET rz NAME SIGN ZI MILL 6 SY BITUMINOUS PAVEMENT (2- WIDE BY 2- DEEP) 9+00 10+00 - -I - I - -+ _rn L T 13+00 ' REMOVE 17 SY CONCRETE PAVEMENT iQ L euR SALVAGE LIGHT POLE (BY OTHERS) \111 -REMOVE 56LF I CONCRETE CURB(!) I I I I I 13+00 --h`c I L1 ------- i til - I I I ' I I SIDEtp R11-2 C�SfD ROAD Q CLOSED Ar ryL rn°f 111 yl W RRICA.6 % TYPE III TYPE III /CHER BARRICADE BARRICADE W/FLASHER W/FLASHER DATE REVISION I hereby certify that this plan, speaifieation, or report was OF9PfD ry; prepared by me or under my direct supervision and that IOF INPLACE TOPOGRAPHY AND UTILITIES TAE - - TY SHEET am a duly Licensed Professional Engineer under fhe laws Hakanson Anderson C1 0 �� y 8 ;i of the Stale off Minn wmif. ---- Civil Engineers and Land Surveyors REMOVALS AND TRAFFIC CONTROL PLAN or 9, TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 2�%-i�2-��� 14 o[o®�e 763-427-5860 FAX 763-427-0520 3x Date 5/16/11 Lie. No.-43162-RJW www.hakanson-anderson.com ON 1SB GBB►4 Eivss aoeD CITY OF OTSEGO, MINNESOTA SHEETS /DTZ a Z �m I REFERENCE NOTES: 1Q CONCRETE SAWCUT SHALL BE INCIDENTAL i I I SAWCUT 5312 AND REMOVE 123 SY i I REMOVE 87 SY — — — — SAWCUT 2412 AND BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT �TM4 i PROTEO f�- Y ,CURB/ o 1 zoo 3+00 4+00 i5+-00\\ �s+ee—74w0-�, — — +oo��`� e+oo to+o>S Itt,�oo< <96, REMOVE 0"= \ \ PERMANE \ \ \ \ 1 �� �� REMOVE �SSLF ^' BARRICADES\ CONCRETE CURB 1Q i' REMOVE 1012 CONCRETE CURB1Q PROTECT CURB I I i �_ _ _ _ ----- _ _ ---- 0+00 —_0+00 1 +Of. 2+00 3+00 4+00 5+00 6+00 - - � - - - - - - - o! 7+00 8+00 REMOVE 4OLF - WATERMAIN 12+00 _ 1au�/\ SALVAGE STREET rz NAME SIGN ZI MILL 6 SY BITUMINOUS PAVEMENT (2- WIDE BY 2- DEEP) 9+00 10+00 - -I - I - -+ _rn L T 13+00 ' REMOVE 17 SY CONCRETE PAVEMENT iQ L euR SALVAGE LIGHT POLE (BY OTHERS) \111 -REMOVE 56LF I CONCRETE CURB(!) I I I I I 13+00 --h`c I L1 ------- i til - I I I ' I I SIDEtp R11-2 C�SfD ROAD Q CLOSED Ar ryL rn°f 111 yl W RRICA.6 % TYPE III TYPE III /CHER BARRICADE BARRICADE W/FLASHER W/FLASHER DATE REVISION I hereby certify that this plan, speaifieation, or report was OF9PfD ry; prepared by me or under my direct supervision and that IOF INPLACE TOPOGRAPHY AND UTILITIES TAE - - TY SHEET am a duly Licensed Professional Engineer under fhe laws Hakanson Anderson C1 0 �� y 8 ;i of the Stale off Minn wmif. ---- Civil Engineers and Land Surveyors REMOVALS AND TRAFFIC CONTROL PLAN or 9, TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 2�%-i�2-��� 14 o[o®�e 763-427-5860 FAX 763-427-0520 3x Date 5/16/11 Lie. No.-43162-RJW www.hakanson-anderson.com ON 1SB GBB►4 Eivss aoeD CITY OF OTSEGO, MINNESOTA SHEETS /DTZ a Z I I I BEGIN S.A.P. 217-112-001 I -- STA 0+81 5000 0+00 1+0 -r - - 5001 CONNECT TO EXISTING STORM SEWER r ! ! 77 �\ 975. . .970.. 1� 50 0 50 100 SCALE — IN — FEET GENERAL NOTES: 1. SEE STORM SEWER SCHEDULE ON SHEET 4 FOR STORM SEWER STATIONS, OFFSETS, MANHOLE SIZES AND CASTINGS. 2. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5 FEET. REFERENCE NOTES: 1Q CULVERT MARKER SHALL BE PAID PER ITEM 2554 -GUIDE POST TYPE B. (2) DENOTES TOP OF FRAME ELEVATION AS SHOWN ON Mn/DOT STANDARD PLATE 4143. 31) THE THICKNESS OF THE CONCRETE WALK SHALL BE 4". THE TRUNCATED DOMES SHALL BE EPDXY COATED, COLOR DARK GRAY, BY THE SUPPLIER AND SHALL BE PAID PER ITEM 2531 -TRUNCATED DOMES AND THE CONCRETE WALK SHALL BE PAID PER ITEM 2521-4" CONCRETE WALK. - 2+00 3+00 4+00 5+00 6+00 —5002 CONSTRUCT TRANSVERSE PERMEABLE AGGREGATE BASE DRAIN PER 6 20LF 8" DIP (CLASS 52) AND 8" DIP PLUG 16"XB" DIP CROSS 60LF 16" DIP (CLASS 52) AND 16" DIP PLUG- - 30LF 16" DIPS 52), 16"X6" DIP REDUCER, 1OLF 6" DIP (CLASS 52), 6" GATE VALVE & BOX AND HYDRANT END- S.A.P. 217-112-001 STA 13+50 5005 ® X 5003 7+00 8+00 I I 9+00 10+00 11+00 12+0 13 0 —r— — — �--- — — -4 1— 1 — — 5006 L. 5004 8" GATE « + 5007 F&I CULVERT MARKER 8OLF 8" DIP VALVE & BOX I PER Mn/DPT STANDARD 7 -a"^1 -80R (CLASS 52) u.�I r. ' II PLATE 81 1Q CONSTRUCT TRANSVERSE PERMEABLE AGGREGATE BASE DRAIN PER 6 L- CONSTRUCT TRANSVERSE PERMEABLE AGGREGATE CONNECT T0---" BASE DRAIN PER 3 EXISTING 6 WATERMAIN,-- IW 1 e+ilrill I ___`_—_PEDESTRIAN CUR F WITH TRUN ATE RAMP DOMES PER .......... :......... :... ......: .........:.. If?Cq I MN/DOT STANDA D PLATES :=' 962.75:......... >7036 a AND 77038 Q3 LOW POINT ElEV = 955.23 A.D. _ -1.57 I INSTALL1'SAVAGED x L = 6 OW POINT STA 8+63 8 K = 95.31 ; LIGHT POLE In W % i, H -POINT STA = 5+28.57 . ...:......... I SA 9+5.0 I(BY OTHERS) Gi . z I I ;= PVPI EEV= LO as Q I i i ' CONSTRUCTION. 1 A.D. 7 3.86 CJW ' ...........� rn 01.13X w r --0.-70X :1 �3ulII e1InI zi M WATERMAIN CROSSING.950 8RCR (CL 3) O: 0.50Xo 950 ................... .......................................... 3.,,.....oPRAVIDEAMINIMuM .OF 18....... ...... ....... ....... H OF SEPARATION FROM THE: RCP (L 3O 0.62X 355LF1BSTORM SEWER.: INSULATE: . ... rn�� ER ioo � I: BETWEEN PEANDWAT WATERMAIN: N a zzz .......................... .................. ... .. m � 945INV-946:33?arn ........ ....... ....... ........... .... ......... vI. Cq p x 4amawe ; $�rnrn x�3iW iuj n Ld .940 .... ......... .........:......���'a o�orn�v . �i°3 �ziz ......... :.........:.................... �.....:.........: .................:.........:................... ............ ................: ........:.........: ........:.........:.........: ........:.........:.........:.........:. 940... yN :as.�Y'Il if �.:.........:.. II y' N ��-"–� :2 ^ 3 Z w : C : 0' r : n:0, n: U 4 � �:a m:^ ry �:C ry ^:H �' 0:M M' ry:b �' �:4 m N:Y a �:.p m: O+ Y. to: uj. b: ,o. n. ca. n LO ur N. a. a• M: a• ui: cp. to p, ry: ' Xw» �.M) L. LO 0 0.N �. W) N. Ln �. �.m �. x.1[1 �. �.N �. �.m �. �.Ot �. �p:N �. 0:4 �. Wy22 .mJ»> m.rtf a,. a,.w a,. a,.n a,. O1.eA a,. a,.m a,. Ln a,. a,.m 1n N bo m ro ZZZ Ol .C" .p .as .p .pi .0, m: x:01 M. x:01 �: x:01 m: m:q m: m:p Of. 0: 2: 3: 4: 5: 6: 7: g: 9: 1:0 11 12 13 Q in DATE REVISION I hereby certify that this pion, specification, or report was OEM K prepared by me or under my direct supervision and that I TAE Ci17 of STREET AND WATERMAIN CONSTRUCTION SHEET am a duly Licensed Proisaatonol Engineer under the Iowa Hakanson Anderson 0�� 9 V c of the Si,. of Minnesota. uur R: Civil Engineers and Land Surveyors AND DRAINAGE PLAN e TAE 3601 Thurston Ave., Anoka, Minnesota 55303 of IIMUIMT A. LWLKIi.;Hb,DM It S.A.P. 217-112-001 763-427-5860 FAX 763-427-0520 14 Date _5/16/11 Lie. No. 43362 RJW I www.hokonson-anderson.com F nW 94M r_tnAT u1veR IMAn CITY OF OTSEGO, MINNESOTA SHEETS ................... .......... .......... .......... PVI STA = 12+00 .......... :......... :... ......: .........:.. If?Cq ....... ,o.. ................................................................................................................................................PVI'ELEV ao .. ..... .: ....... :=' 962.75:......... ............................. r -z r-- 965 LOW POINT ElEV = 955.23 A.D. _ -1.57 HIGH POINT ELEV = 956.99 L = 6 OW POINT STA 8+63 8 K = 95.31 ; .. gn M In W % i, H -POINT STA = 5+28.57 . ...:......... I SA 9+5.0 . . .... Gi . I U :.........:. .... 97HIG: PVI STA. 5+00 : ;= PVPI EEV= LO as / 34LF / i ' CONSTRUCTION. PVI ELEV := 957.30: A.D. 7 3.86 CJW ' ...........� . , ; . m ...................... n c A.D. _ -1.94 K = 64.77 In + :.... K — 7.7.39 .... :......... :....... ...........:.........:.........:... 150.00' VC —� I 250 VC I .. .00• ...; ... ..... N o .2 Ln Ln u 970 ....... v rn 01.13X w r --0.-70X :1 �3ulII e1InI zi M WATERMAIN CROSSING.950 8RCR (CL 3) O: 0.50Xo 950 ................... .......................................... 3.,,.....oPRAVIDEAMINIMuM .OF 18....... ...... ....... ....... H OF SEPARATION FROM THE: RCP (L 3O 0.62X 355LF1BSTORM SEWER.: INSULATE: . ... rn�� ER ioo � I: BETWEEN PEANDWAT WATERMAIN: N a zzz .......................... .................. ... .. m � 945INV-946:33?arn ........ ....... ....... ........... .... ......... vI. Cq p x 4amawe ; $�rnrn x�3iW iuj n Ld .940 .... ......... .........:......���'a o�orn�v . �i°3 �ziz ......... :.........:.................... �.....:.........: .................:.........:................... ............ ................: ........:.........: ........:.........:.........: ........:.........:.........:.........:. 940... yN :as.�Y'Il if �.:.........:.. II y' N ��-"–� :2 ^ 3 Z w : C : 0' r : n:0, n: U 4 � �:a m:^ ry �:C ry ^:H �' 0:M M' ry:b �' �:4 m N:Y a �:.p m: O+ Y. to: uj. b: ,o. n. ca. n LO ur N. a. a• M: a• ui: cp. to p, ry: ' Xw» �.M) L. LO 0 0.N �. W) N. Ln �. �.m �. x.1[1 �. �.N �. �.m �. �.Ot �. �p:N �. 0:4 �. Wy22 .mJ»> m.rtf a,. a,.w a,. a,.n a,. O1.eA a,. a,.m a,. Ln a,. a,.m 1n N bo m ro ZZZ Ol .C" .p .as .p .pi .0, m: x:01 M. x:01 �: x:01 m: m:q m: m:p Of. 0: 2: 3: 4: 5: 6: 7: g: 9: 1:0 11 12 13 Q in DATE REVISION I hereby certify that this pion, specification, or report was OEM K prepared by me or under my direct supervision and that I TAE Ci17 of STREET AND WATERMAIN CONSTRUCTION SHEET am a duly Licensed Proisaatonol Engineer under the Iowa Hakanson Anderson 0�� 9 V c of the Si,. of Minnesota. uur R: Civil Engineers and Land Surveyors AND DRAINAGE PLAN e TAE 3601 Thurston Ave., Anoka, Minnesota 55303 of IIMUIMT A. LWLKIi.;Hb,DM It S.A.P. 217-112-001 763-427-5860 FAX 763-427-0520 14 Date _5/16/11 Lie. No. 43362 RJW I www.hokonson-anderson.com F nW 94M r_tnAT u1veR IMAn CITY OF OTSEGO, MINNESOTA SHEETS ................... .......... .......... .......... .......... .......... .......... :......... :... ......: .........:.. If?Cq ....... ,o.. ... ........: + ao .. ..... .: ....... r. amn..:..v t:i r -z r-- 965 W) ch ka 94 .. gn M In W % i, w CNI : o: Gi IN .. ce'i m LO as / 34LF / 960....:.........:.........:.........:.......o.:m - m .............................................. CJW ' ...........� . , ; . m ...................... �i � PROPOSE ROFILE SED .�.t?....K ..:........ :. u {:i — — — -+5"CP (CL: 5) 960 ................... ....... 267E ....... ...... Ot 3% ...................... EXISTING PROFILE (TIIE ALL JOINTS) : - 0.60X 955 ..................... .............. qq . ........1:OLF i"i W ; ..................... :d � --- -- ... 1.54%...... .y. y .... .:..... ....:......... : .:. ... ....... ..............�. _ — — ..r. ,i :. ... ... —.� ... � ....:.. . ... � ...... . ,./• .. 0:.1..41 % ...... CL 5 9 5 .... ....... ...... ....... o ^ �.;. 21" RCP (CL' 3) y y �. — — — 3lF 15" RCP. 0) rn 01.13X w r --0.-70X :1 �3ulII e1InI zi M WATERMAIN CROSSING.950 8RCR (CL 3) O: 0.50Xo 950 ................... .......................................... 3.,,.....oPRAVIDEAMINIMuM .OF 18....... ...... ....... ....... H OF SEPARATION FROM THE: RCP (L 3O 0.62X 355LF1BSTORM SEWER.: INSULATE: . ... rn�� ER ioo � I: BETWEEN PEANDWAT WATERMAIN: N a zzz .......................... .................. ... .. m � 945INV-946:33?arn ........ ....... ....... ........... .... ......... vI. Cq p x 4amawe ; $�rnrn x�3iW iuj n Ld .940 .... ......... .........:......���'a o�orn�v . �i°3 �ziz ......... :.........:.................... �.....:.........: .................:.........:................... ............ ................: ........:.........: ........:.........:.........: ........:.........:.........:.........:. 940... yN :as.�Y'Il if �.:.........:.. II y' N ��-"–� :2 ^ 3 Z w : C : 0' r : n:0, n: U 4 � �:a m:^ ry �:C ry ^:H �' 0:M M' ry:b �' �:4 m N:Y a �:.p m: O+ Y. to: uj. b: ,o. n. ca. n LO ur N. a. a• M: a• ui: cp. to p, ry: ' Xw» �.M) L. LO 0 0.N �. W) N. Ln �. �.m �. x.1[1 �. �.N �. �.m �. �.Ot �. �p:N �. 0:4 �. Wy22 .mJ»> m.rtf a,. a,.w a,. a,.n a,. O1.eA a,. a,.m a,. Ln a,. a,.m 1n N bo m ro ZZZ Ol .C" .p .as .p .pi .0, m: x:01 M. x:01 �: x:01 m: m:q m: m:p Of. 0: 2: 3: 4: 5: 6: 7: g: 9: 1:0 11 12 13 Q in DATE REVISION I hereby certify that this pion, specification, or report was OEM K prepared by me or under my direct supervision and that I TAE Ci17 of STREET AND WATERMAIN CONSTRUCTION SHEET am a duly Licensed Proisaatonol Engineer under the Iowa Hakanson Anderson 0�� 9 V c of the Si,. of Minnesota. uur R: Civil Engineers and Land Surveyors AND DRAINAGE PLAN e TAE 3601 Thurston Ave., Anoka, Minnesota 55303 of IIMUIMT A. LWLKIi.;Hb,DM It S.A.P. 217-112-001 763-427-5860 FAX 763-427-0520 14 Date _5/16/11 Lie. No. 43362 RJW I www.hokonson-anderson.com F nW 94M r_tnAT u1veR IMAn CITY OF OTSEGO, MINNESOTA SHEETS I ( i I I x I I � so o so ioo SCALE IN FEET I ( 'r \ y ,,*.,, ,. , ,,, f * + +**+ i *'** •++ ** i+** ' + «f i y * * f4 ' ``0+00 1+ Z+DO 3+00 4+00 S+DO 9+0 8+00 10+00 _ C � 1 « ' i¢'4 . ~ { > it – I woe– --------- W lam' WI LEGEND SEED MIXTURE 260 2 PROPOSED SILT FENCE. SEE PROPOSED ROCK ENTRANCE 1� PROPOSED INLET PROTECTION PROPOSED DRAINAGE ARROW GENERAL NOTES: 1. ALL DISTURBED AREAS REQUIRE 4" OF TOPSOIL AND TURF ESTABLISHMENT CONFORMING TO Mn/DOT STANDARD SPECIFICATIONS. 2. SEE SHEET 3 FOR TYPE AND APPLICATION RATES FOR MULCH, SEED AND FERTILIZER. S. TYPE 1 MULCH SHALL BE DISK ANCHORED. DISK ANCHORING SHALL BE INCIDENTAL. REFERENCE NOTES: 1Q PRIOR TO EXPORTING MATERIALS OR DEBRIS, CONTRACTOR SHALL PROVIDE A ROCK ENTRANCE PER j Q PRIOR TO CURB CONSTRUCTION, INLET PROTECTION SHALL MEET THE REQUIREMENTS OF ® AND(]), AFTER CURB CONSTRUCTION, INLET PROTECTION FOR CATCH BASINS SHALL MEET THE REQUIREMENTS OF (2) INLET PROTECTION FOR MEDIAN DRAINS SHALL MEET THE REQUIREMENTS OF e ® ALL INLET PROTECTION DEVICES SHALL BE PAID PER ITEM 2573 -STORM DRAIN INLET PROTECTION. eoy = ny , z Pw spec , or report was DEM BY: — --- Prepared by me or under my direct superv,sian and tt,a, TAE - --- Hakanson Anderson crrY aP EROSION AND SEDIMENT Seo om a duly Licensed Professional Engineer under the laws – 0EGO CONTROL PLAN of the stat. of Minnesota. puIM n; - Civil Engineers and Land Surveyors Thurston f TAE 3601 Ave.,, Anoka, Minnesota 55303 14 X21: 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 Date 5/16/11 Lic. No. 43362 RJW www.hokonson—anderson.com ON THB GREAT RIM ROAD OF OTSEGO, MINNESOTA SHEETS 50 0 SD 100 SCALE IN FEET -- ----- � z 00 0 O M I 4DY 4SW — — — ------------- La z 9-i > ': 111 4SW Q I i W N co �,► I -i I o o 0 �I 1ST DIGIT WIDTH 4", 8", ETC. STRIPING KEY & LEGEND OCIRCLE - EPDXY 2ND DIGIT PATTERN S — SOLID B — BROKEN D — DOTTED/DOUBLE / 7--h= PERMANENT PAVEMENT MARKING GENERAL NOTES AND GUIDELINES: 1. THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. 2. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. 3. A TOLERANCE OF 1/4 INCH UNDER OR 1/4 OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO 1/2 FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF 3RD DIGIT THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED COLOR DIMENSIONS. W — WHITE 4. THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST Y — YELLOW PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING B — BLACK WITH A ROTARY BROOM (NON—METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE E EXAMPLE: 4SW = 4" SOLID LINE WHITE-EPDXY PAVEMENT MARKING QUANTITIES DESCRIPTION UNIT TOTAL 4" SOLID LINE WHITE - EPDXY LIN FT 2,119 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT 1,058 NGINEER 5. THE EPDXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPDXY RESIN LINE TO PROVIDE AN EMMEDIATE NO—TRACK SYSTEM. 6. FOR 15 MIL APPLICATIONS, GLASS BEADS SHALL BE APPLIED AT A RATE OF AT LEAST 25 LB/GAL THE "NO—TRACKING" CONDITION SHALL BE DETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE PAVEMENT AND COVERED WITH GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. 7. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES 'F OR GREATER. S. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. GENERAL SIGNAGE NOTES: 1. ALL SIGNS SHALL HAVE TYPE IX SHEETING UNLESS NOTED. 2. SIGNS SHALL BE PAID PER ITEM 2564—SIGN PANELS TYPE C, UNLESS NOTED. REFERENCE NOTES: 1Q SIGN COLOR SHALL BE AS SHOWN IN THE MnDOT STANDARD SIGNS MANUAL, UNLESS NOTED. (1) MOUNTING HEIGHT IS A MINIMUM, SEE SHEET 13 FOR TYPICAL MOUNTING DETAILS. Q3 PERMANENT BARRICADES SHALL MEET THE REQUIREMENTS OF Mn/DOT STANDARD PLATE 8002. ® INSTALLING SALVAGED SIGN SHALL BE PAID PER ITEM 2564—INSTALL SIGN. ify that this plan, speclficotion, or -part was D'.SIED III: s-0 M rn zz as C7 Z mm PERMANENT PERMANENT ©~ BARRICADE Q3 BARRICADE (3 ' m � a J �rn as O Z rn z m -a 1>1 rn Z O~ L' INSTALL SALVAGED STREET NAME SIGN ® z m .n7 Z Wys z r rn � STOP > m --,— O 0 I R1-1 I < i am mm fx D D 0 rn 10.5' 12' 12' 10.5' SHOULDER TRAVEL LANE:4" RAVEL LANE SHOULDER 4" SOLID DOUBLESOLID LI4" SOLID LINE WHITE YELLOW NE FUNE WHITE 2" 2" 4" 2" 1 NO PASSING ZONE STRIPING 11 POSTS MOUNTING SIGN SIGN SIGN SIGN SIGN O NUMBER NUMBER OF LENGTH HEIGHT ESTIMATED LEGEND NUMBER SIZE MESSAGE COLOR AND KNEE (FEET) (FEET) QUANTITY TYPE BRACES (2 STOP R1-1 30"X30" STOP 2—U 13.5 7.5 1 SPEED ut.R R2-1 124"X30" SPEED LIMIT 40 2—U 13.5 7.5 2 40 R8 -3a 24"X24" NO PARKING 2—U 13.0 7.5 4 SYMBOL prepared by — or under my direct supervision and that I -- SHEET TAE akanson Anderson Crrx OF SIGNAGE AND STRIPING PLAN, 11 at a duly Licensed Professional Engineer under the Iowa 0 �� of the sial. of Minn .:ata. u�,a, �: --- Civil Engineers and Land surveyors NOTES, LEGEND AND TABULATION aF TAE 3601 Thurston Ave., Anoka, Minnesota 55303 IIWUIHY A- LGGLRIUHS F.L.�� 763-427-5860 FAX 763-427-0520 S.A.P. 217-112-001 14 Date 5/16f11 LIc. No. 43362 RJW www.hakanson—onderson.com 1z ON 7M GREAT RIVER ROAD CITY OF OTSEGO, MINNESOTA sHEETs OT383 3 C5 z a LO o � 0 U 7 Y TYPE C & D POST U POST SPLICE (NO SPLICE PERMITTED) 2-5/16" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. ST LATERAL BRACE PANEL TYPICAL TYPE C INSTALLATION TYPICAL TYPE D INSTALLATION STAINLESS STEEL WASHER AND NYLON WASHER (T=1/32" MIN., I.D.=3/8" MAX., O.D.=7/8" MAX.) REVISED: 1-7-08 SIGN PANEL POST 5/16" STAINLESS STEEL BOLT WITH NYLON INSERT LOCK NUT. U POST MOUNTING TYPE C SIGNS LATERAL BRACE MODIFIED TYPE C INSTALLATION �4 H /4 NOTES: 1. USE 3 LB/FT STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES, LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN/DOT 3401. 2. SEE TYPE D SIGN POSTS LENGTHS AND SPACINGS, SEE SIGN DATA SHEET. 3. TYPE D SIGN PANELS SHALL BE BOLTED TO STRINGERS AT 24" MAXIMUM INTERVALS IN ACCORDANCE WITH THE TYPE D STRINGER AND PANEL—JOINT DETAIL (SEE STANDARD SIGNS MANUAL). 4. MOUNTING (PUNCH CODE) FOR TYPE C SIGN PANELS SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL UNLESS OTHERWISE SPECIFIED. 5. ALL RISER (VERTICAL) U POSTS SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT LEAST 7' LONG. 6. USE STAINLESS STEEL 5/16" BOLTS, WASHERS AND NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. 7. STAINLESS STEEL WASHER WITH SAME DIMENSIONS SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 8. BRACING STUBS SHALL BE NO MORE THAN 4" ABOVE GROUND AND EMBEDDED AT LEAST 3 1/2'. 9. A—FRAME BRACKET SHALL BE STEEL CONFORMING TO MN/DOT 3306 AND GALVANIZED IN ACCORDANCE WITH MN/DOT 3394. 10. COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. MN/DOT 3352.2A5. 11. 2 POST TYPE C SIGNS SHALL BE REINFORCED WITH AT LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE THE TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROXIMATELY AT THE QUARTER POINTS. 12. WHERE 2 SINGLE POST TYPE C SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 BRACES, BOLTED AT EACH POST AND LOCATED APPROXIMATELY AT THE QUARTER POINTS. 13. WHERE 3 OR MORE TYPE C SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 BRACES, BOLTED AT EACH POST AND POST SECTION AND LOCATED APPROXIMATELY AT THE QUARTER POINTS AS SHOWN IN MODIFIED TYPE C INSTALLATION. TYPE C & D SIGN STRUCTURAL DETAILS Sheet 1 of 3 5/16" STAINLESS S BOLTS WITH NYLON INSERT LOCK NUTS 5/16" STAINLESS STEEL BOLTS WITH ®_ NYLON INSERT LOCK NUTS IN HOLES I1 CLOSEST TO SPLICE & OUTSIDE HOLES. TWO SECTIONS BUTTED LATERAL BRACE OR STRINGER SPLICE DETAIL (EXPLODED VIEW 3/ 1/2" VERTICAL POST 3 U Z a- A -FRAME BRACKET Ln (STEEL MN/DOT 3306 GALVANIZED PER MN/DOT 3394) co 0 iDo ni LL -u a I Do 0 Q 2 , pA1N z 2' :J J 0 Y 1 N BRACK SECTION A -A 3 1/2" x 3 1/2" SHIM PLATE STAINLESS STEEL WASHER AND NYLON WASHER (T=1/32" MIN., I.D.=3/8" MAX., O.D.=7/8" MAX.) SIGN PANEL - STRINGER STRINGER ERTICAL POST B B / H-1/2 A / 1/2 H � X 1 KNEE BRACE / H-1/2 E— KNEE BRACE--/ (ONE SPLICE REQUIRED)3" MAX. Y 26° ±2' 0.5X=Yt6" VERTICAL POST 3 MAX. 4" MAX. STUB POST 3.5' (1) –r 3.5' LATERAL BRACE riii TYPICAL "A -FRAME" INSTALLATION TYPE "D" SIGNS f KNEE BRACE 5/16' STAINLESS STEEL BOLT (ONE SPLICE WITH NYLON INSERT LOCK NUT REQUIRED) SECTION B -B VERTICAL POST 26° t2° CID o 3 MAX. 4' MAX. STUB POST 3.5' (1) '0' KNEE BRACE SPLICE �I REVISED: 1-7-08 Y - 5/16" STAINLESS STEEL BOLTS WITH 3.5' E NYLON INSERT LOCK NUTS PLACED NEAR TOP AND BOTTOM HOLES. TYPICAL "A -FRAME" INSTALLATION TYPE "C" SIGNS TYPICAL MOUNTING (1) OFFSET STUB POST 1' TOWARD ROADWAY RELATIVE TO VERTICAL POST. ATTACH STUB POST AND KNEE BRACE BACK TO BACK. TYPE C & D SIGN STRUCTURAL DETAILS Sheet 2 of 3 0 I — 9 0 0 0 II R6-1, R1-1 & (R6-3 OR R6 -3a) MOUNTING PUNCHING FOR R6 -1(48"x18") & R1-2(36"x36"x36") 4- EG',) I PUNCHING FOR R6 -1(36"x12") REVISED: 10-28-08 PUNCHING FOR R6 -1(48"x18") q q PUNCHING FOR R6-3 OR R6-3a(30"x24") 6' 6'� I I I -Q+- -Q+- -T- I 6" I I 6"6- _E I I T 36" 36" 1 48" 61 PUNCHING FOR R2 -4b SPEED LIMIT 12'L- 96" T 12" (W1-1, W1-2, W1-3, W1-4 OR W1-5) & W13-1 MOUNTING �- 121-�— 12'L� I — 0 _ I — 9 9„ 9, 12" O O 6" 12' -o- I -o- 6" u U 3" O O 9 >, O+ O PUNCHING FOR R6 -1(48"x18") & R1-2(36"x36"x36") 4- EG',) I PUNCHING FOR R6 -1(36"x12") REVISED: 10-28-08 PUNCHING FOR R6 -1(48"x18") q q PUNCHING FOR R6-3 OR R6-3a(30"x24") 6' 6'� I I I -Q+- -Q+- -T- I 6" I I 6"6- _E I I T 36" 36" 1 48" 61 PUNCHING FOR R2 -4b SPEED LIMIT 12'L- 96" T 12" (W1-1, W1-2, W1-3, W1-4 OR W1-5) & W13-1 MOUNTING �- 121-�— 12'L� I — 0 _ I — 9 12" 12' -o- I -o- (M3 -1A, M3 -2A, M3 -3A OR M3 -4A) [30"x15"] AND (M3-1, M3 -1A, M3-2, M3 -2A, M3-3, M3 -3A M3-4 OR M 1 –1 [45" " " x36OR 36x36" I I ] M3 -4A) [30"x15"] AND (M1-4 OR M1 -5A) [36"x36"] PUNCHING PUNCHING M2 -1A [21"x15"] OR (M3 -1A, M3 -2A, M3 -3A OR M3 -4A) [24"x12"] AND M1-6 [24"x24"] AND (M5 -1A, M5 -2A, M6 -1A, M6 -2A, M6 -3A M6 -4A, M6 -5A OR M6 -6A) [21"x15"] PUNCHING TYPE C & D SIGN STRUCTURAL DETAILS Sheet 3 of 3 956 3+50 ROW ROW rn n n a, rn -60 —40 —20 0 20 40 60 8 3+00 •60 —40 —20 0 20 40 60 8 2+50 956 ROW ROW 952d Pi o O1 rn m 956 952 948 948 95, 94 -60 —40 —20 0 20 40 60 8 2+00 ROW ROW m Ln n rn m -50 —40 —20 0 20 40 60 e 1+50 -60 -40 -20 0 20 40 60 1+00 952 948 —60 —40 —20 0 20 40 60 80 DATE REVISION em IT. SHEET TAE — - Hakanson Anderson O OF CROSS CROSS SECTIONS Xi Dacia: Civil Engineers and Land Surveyors i,7 of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 2�%—� 2—O�� DOB 763-427-5860 FAX 763-427-0520 X4 R,sy� www.hakonson—anderson.com ON THE GMUT EM BOAR CITY OF OTSEGO, MINNESOTA SHEETS 07363 952 956 952 956 952 J 956 952 948 J 952 948 952 952 952 960 956 952 960 956 952 952 6+50 —60 —40 —20 0 20 40 60 8 6+00 -60 -40 -20 0 20 40 60 8 5+50 —60 —40 —20 0 20 40 60 8 5+00 Row Row n 0, u� v� rn rn —60 —40 —20 0 20 40 60 8 4+50 —60 —40 —20 0 20 40 60 8 4+00 952 952 952 960 956 952 ] 960 956 952 0 956 952 —60 —40 —20 0 20 40 60 80 DATE REVISION omom IC SHEET TAE Hakanson Anderson 0 or CROSS CROSS SECTIONS X2 owe: -- Civil Engineers and Land Surveyors of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217—� i2—��� am it � 763-427-5860 FAX 763-427-0520 X4 RJw www.hakanson—onderson.com ON THS GHSAT RIM ROAD CITY OF OTSEGO, MINNESOTA SHEETS nTAR-A 952 956 952 956 9+50 956 952 60 —40 —20 0 20 40 60 80 9+00 •60 —40 —20 0 20 40 60 80 8+50 60 —40 —20 952 952 20 40 60 956 952 956 952 80 956 952 80 20 40 60 •50 —40 —20 0 20 40 60 8 7+00 952 956 952 —60 —40 —20 0 20 40 60 80 DATE REVISION Owa SHEET TAE -- Hakanson Anderson O OF CROSS CROSS SECTIONS X3 oeswn: Civil Engineers and Land Surveyors i,7 of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-1 1 2-001 X4 DOD a 763-427-5860 FAX 763-427-0520 R�yy www.hakanson—anderson.com ON TSB GREAT RIM BRAD CITY OF OTSEGO, MINNESOTA SHEETS OTAR3 _—__WM= 952 952 20 40 60 956 952 956 952 80 956 952 80 20 40 60 •50 —40 —20 0 20 40 60 8 7+00 952 956 952 —60 —40 —20 0 20 40 60 80 DATE REVISION Owa SHEET TAE -- Hakanson Anderson O OF CROSS CROSS SECTIONS X3 oeswn: Civil Engineers and Land Surveyors i,7 of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-1 1 2-001 X4 DOD a 763-427-5860 FAX 763-427-0520 R�yy www.hakanson—anderson.com ON TSB GREAT RIM BRAD CITY OF OTSEGO, MINNESOTA SHEETS OTAR3 12+50 gow —60 —40 —20 0 20 40 12+00 � MARTIN FARMS AVENUE 9 9 960 956 60 964 960 80 MEE 964 960 —40 —20 0 20 40 60 80 11+50 960 956 952 0 11+00 N N 0 10+50 20 40 60 960 956 80 960 956 80 20 40 60 MIN ____MIN Mm - •60 —40 —20 0 20 40 60 10+00 d 956 952 —60 —40 —20 0 20 40 60 80 DATE I REVISION BMW BY: SHEET TAE HakansOn Anderson O�� CROSS SECTIONS X4 Hurn: - Civil Engineers and Land Surveyors i,7 of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-112-001 X4 mme 763-427-5860 FAX 763-427-0520 Rjyy www.hakanson—anderson.eom ON Zffi GFSAT VIM ROAD CITY OF OTSEGO, MINNESOTA SHEETS OT3R3 —60 —40 —20 960 ROW 956 —60 —40 —20 960 956 952 0 11+00 N N 0 10+50 20 40 60 960 956 80 960 956 80 20 40 60 MIN ____MIN Mm - •60 —40 —20 0 20 40 60 10+00 d 956 952 —60 —40 —20 0 20 40 60 80 DATE I REVISION BMW BY: SHEET TAE HakansOn Anderson O�� CROSS SECTIONS X4 Hurn: - Civil Engineers and Land Surveyors i,7 of TAE 3601 Thurston Ave., Anoka, Minnesota 55303 S.A.P. 217-112-001 X4 mme 763-427-5860 FAX 763-427-0520 Rjyy www.hakanson—anderson.eom ON Zffi GFSAT VIM ROAD CITY OF OTSEGO, MINNESOTA SHEETS OT3R3 ENGINEER'S ESTIMATE 70TH STREET N.E. S.A.P. 217-112-001 CITY OF EAST BETHEL ITEM NO, SPEC. REF. DESCRIPTION UNIT UNIT COST S.A.P. 217-112-001 70TH STREET N.E. ROADWAY STORM SEWER ESTIMATED ESTIMATED QUANTITY EXTENSION QUANTITY EXTENSION TOTAL ESTIMATED QUANTITY TOTAL ESTIMATED COST 1 2021.501 MOBILIZATION LUMP SUM $11,000.00 0.86 $9,460 0.14 $1,540 1 $11,000 2 2104.501 REMOVE CONCRETE CURB LIN FT $3.50 121 $424 121 $424 3 1 2104.501 REMOVE WATERMAIN LIN FT $12.00 40 $480 40 $480 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $2.00 210 $420 210 $420 5 2104.505 REMOVE CONCRETE PAVEMENT SQ YD $500 17 $85 17 $85 6 2104.509 REMOVE PERMANENT BARRICADE EACH $50.00 2 $100 2 $100 7 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 77 $231 77 $231 8 2104.523 SALVAGE SIGN EACH $100.00 1 $100 1 $100 9 2105.501 COMMON EXCAVATION (P) CU YD $8.00 6,364 $50,912 6,364 $50,912 10 21505.505 MUCK EXCAVATION (EV) CU YD $10.00 200 $2,000 200 $2,000 11 2211.501 AGGREGATE BASE CLASS 3 MODIFIED TON $10.00 9746 $97,460 9,746.0 $97,460 12 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $10.00 2386 $23,860 2,386 $23,860 13 2232.501 MILL BITUMINOUS SURFACE (2") SQ YD $8.00 18 $144 18 $144 14 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 296 $740 296 $740 15 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON $63.00 717 $45,171 717 $45,171 16 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON $58.00 896 $51,968 896 $51,968 17 2502.541 4" PERF PE PIPE DRAIN LIN FT $40.00 123 $4,920 123 $4,920 18 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $25.00 570 $14,250 570 $14,250 19 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $29.00 754 $21,866 754 $21,866 20 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $32.00 10 $320 10 $320 21 2503.602 CONNECT TO EXISTING STORM SEWER EACH $500.00 1 $500 1 $500 22 2503.603 6" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT $40.00 10 $400 10 $400 23 2503.603 8" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT $40.00 100 $4,000 100 $4,000 24 2503.603 16" DUCTILE IRON PIPE SEWER CLASS 52 LIN FT $60.00 90 $5,400 90 $5,400 25 2503.604 4" INSULATION SQ YD $4.00 3.6 $14 3.6 $14 26 2503.608 DUCTILE IRON FITTINGS POUND $5.00 1,035 $5,175 1,035 $5,175 27 2504.602 CONNECT TO EXISTING WATERMAIN EACH $500.00 1 $500 1 $500 28 2504.602 6" GATE VALVE AND BOX EACH $1,200.00 1 $1,200 1 $1,200 29 2504.602 8" GATE VALVE AND BOX EACH $1,600.00 1 $1,600 1 $1,600 30 2504.602 HYDRANT EACH $1,500.00 1 $1,500 1 $1,500 31 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 LIN FT $225.00 22.5 $5,063 22.5 $5,063 32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LIN FT $300.00 6.0 $1,800 6.0 $1,800 33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL LIN FT $350.00 6.2 $2,170 6.2 $2,170 34 2506.516 CASTING ASSEMBLY EACH $450.00 8 $3,600 8 $3,600 35 2521.501 4" CONCRETE WALK SQ FT $5.00 105 $525 105 $525 36 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $9.50 2,334 $22,173 2,334 $22,173 37 2531.618 TRUNCATED DOMES SQ FT $40.00 16 $640 16 $640 38 2554.505 PERMANENT BARRICADES LIN FT $10.50 168 $1.764 168 $1,764 39 2554.509 GUIDE POST TYPE B EACH $45.00 2 $90 2 $90 40 2563.601 TRAFFIC CONTROL LUMP SUM $3,000.00 0.86 $2,580 0.14 $420 1 $3.000 41 2564.531 SIGN PANELS TYPE C SQ FT $32.00 32.3 $1,034 32.3 $1,034 42 2564.602 INSTALL SIGN EACH $200.00 1 $200 1 $200 43 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.00 2,425 $4,850 2,425 $4.850 44 2573.53 STORM DRAIN INLET PROTECTION EACH $250.00 8 $2,000 8 $2,000 45 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $500.00 1 $500 1 $500 46 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.50 100 $150 100 $150 47 2575.601 EROSION CONTROL LUMP SUM $1,000.00 0.86 $860 0.14 $140 1 $1,000 48 2575.605 TURF ESTABLISHMENT ACRE $1,500.00 1.6 $2,400 1.6 $2,400 49 2582.502 4" SOLID LINE WHITE - EPDXY LIN FT $0.30 2,119 $636 2,119 $636 50 1 2582.502 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT $0.60 1,058 $635 1 1,058 $635 $342,381 $58,589 $400,970 K:\r-ad_eng\PROJECTS\MUNICIPAL\OT383\Excel\ot383-Schedules.xls March 30, 2011