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CONSTRUCTION NOTES <br />1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT <br />DIMENSIONS AND LOCATIONS. <br />2. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ALL <br />EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY <br />DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE <br />REPORTED TO THE OWNER IMMEDIATELY. <br />3. THE UTIUTY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS <br />OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE <br />CONNECTIONS. <br />4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY <br />OF UNO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. <br />5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE <br />REQUIREMENTS OF ANSI /AWWA CL5I/A21.51 AND C104/621.4. FITTINGS <br />SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI /AWWA <br />C 110/A21.10 OR ANSI /AWWA CI 53/A21.53. HYDRANTS SHALL BE THE <br />PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL <br />COMPLYING WITH THE THE CITY OF UNO LAKES. GATE VALVES SHALL BE <br />SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF <br />AWWA C509. ALL PLUGS. TEES. BENDS AND OTHER THRUST POINTS <br />SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. <br />ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND <br />IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS <br />CONFORMING TO ANSI /AWWA C111/621.11. BEFORE BEING PLACED IN <br />SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND <br />FLUSHED IN ACCORDANCE WITH AWWA 0651 AND THE REQUIREMENTS OF <br />THE MINNESOTA DEPARTMENT OF HEALTH. <br />6. SANITARY SEWER SHALL BE 8" AND 6' PVC - SDR -35 UNLESS NOTED <br />DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED <br />CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE <br />NEENAH R -1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A <br />MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE <br />CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR -N- <br />SEAL" OR CITY APPROVED EOUAL FOR CONCRETE BLOCK OR BRICK <br />STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT <br />AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY <br />REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION <br />WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY <br />INSPECTIONS NEEDED FOR CITY ACCEPTANCE. <br />7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED <br />EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. <br />CASTING SHALL BE NEENAH R -3250 B WITH CURB BOX OR APPROVED <br />EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED <br />CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE <br />NEENAH R -1733 TYPE "C" GRATE IN THE MIDDLE OF PARKING LOTS. <br />MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 <br />ADJUSTMENT RINGS. <br />8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR <br />MAXIMUM DRY DENSITY (ASTM 0698.78 OR AASHTO 1-99) FROM THE PIPE <br />ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% <br />STANDARD PROCTOR IN THE UPPER THREE FEET. <br />9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES <br />INSPECTION BY THE CITY OF LINO LAKES. <br />10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. <br />11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO <br />WORKING DAYS PRIOR TO EXCAVATION /CONSTRUCTION FOR UTILITY <br />LOCATIONS. TWIN CITIES METRO AREA 651- 454 -0002 OR TOLL -FREE: <br />1 -B00- 252 -1166. <br />12. CONTRACTOR SHALL NOTIFY THE CITY OF UNO LAKES 48 HOURS IN <br />ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS <br />MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING <br />REMOVAL OF EXISTING BITUMINOUS PAVEMENT. EXCAVATION OF TRENCHES, <br />PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS <br />TO EXISTING ONES. BACKFILUNG AND PLACEMENT OF BITUMINOUS <br />PAVEMENT. <br />13. CONTRACTOR SHALL INSTALL. INSPECT, MAINTAIN AND REMOVE THE <br />NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL <br />DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING FIELD <br />MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY <br />1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION <br />SHALL BE PROVIDED AT ALL TIMES. <br />14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE <br />WITH Mn /DOT SPECIFICATIONS. <br />15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE <br />SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING <br />DEPARTMENT. <br />16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY <br />COMPANIES. <br />COI4NECT TO EXISTING <br />WITf1 INSIDE DROP <br />C9NNECT10N <br />INV.- 896.63 <br />FX. INV.- 883.15 <br />CONNECT TO EXISTING 12" <br />DIP WM WITH 12' x6" _ <br />WETTAP AND 6' VALVE / ■ VE 1 � <br />I, <br />o-L <br />RECEWEP <br />JUN 0 0 2003 <br />CITY OF LINO LAKES <br />LILAC S ' REET [STATE TRUNK HIGHW Y. NO. 491 <br />SAWCUT EXISTING CURB AND <br />BLACKTOP <br />n <br />15" FES <br />INV -905.6 <br />0000ODDDD (30D0E30o00000ooppo 3C30E30 <br />e <br />s1 <br />I • <br />0 <br />V <br />Q MH 1 <br />1(151■906.20 <br />1NV. - 92.23 N <br />iNV,- 9002.43 E <br />fG <br />f <br />r j•... <br />/;T <br />0 r 72' 15" RC? <br />I" 1 0 0.30R / <br />Qp O <br />1"V / <br />0 / / \" <br />o / <br />h' O <br />00 / <br />o L_� <br />O <br />444 <br />3' CURB <br />ENTER / <br />OVERFLOW <br />/SAN -11H 1 <br />RIM -906.5 <br />NV.- 897.26 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />4 r' O <br />O <br />` ^f <br />0 <br />r / <br />O <br />O <br />O <br />O <br />/ <br />0o <br />40' 8"~ <br />• 0.50% <br />r <br />Hansen <br />Mohagen WI <br />Architectural <br />Group <br />1415 E Wayzata BIM TM 952.473.1985 <br />S,i14 200 Faz952.473.1340 <br />Wayzata MN 55391 wv.moAagananf,n. can <br />SCHOELL & MADSON, INC. <br />ENGINEERS • SURVEYORS • PUNNING <br />SOIL TESTING • ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD. SUITE I <br />MINNETONKA, MN 55305 <br />(952) 548 -7601 F80 (952) 546 -9065 <br />- .-ACIgNImOdson.com <br />I HEREBY CERTIFY THAT THIS PLAN. <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION, AND THAT 1 AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />REGISTRATION NUMBER . <br />N0. DESCRIPTION DATE <br />. <br />__.____ <br />777:7 <br />,,,., <br />,.7,,, <br />, <br />INV,.903:01 E <br />INV.- 902,81 W <br />/ <br />6" /45' <br />BEND <br />fir VAL <br />• <br />t5" FES <br />NV. ■905.8 <br />• <br />REMOVE EXISTING STORM <br />' SEWER PIPE AND GRAVEL <br />- .,DRIVEWAY <br />CB 2 <br />RIM - 906,32 <br /><Q 104' 12 RCP Yip 1W-903.32 ' <br />72' 8" PVC SOR <br />35 0 1.1. ...'1 <br />HYDRANT <br />W/ GATE <br />t' VALVE <br />o d <br />/ <br />FL. ELEV.= 908.00 <br />6" PLUG <br />PLUG <br />m898.0 <br />FL. ELEV. = 908.00 <br />\ <br />\ <br />\ <br />4 <br />\ <br />\ <br />CB 3 <br />RIM - 906.53 <br />INV.- 902.64 <br />+CC <br />.€368' 12' RCP 0 0.50% <br />C8 4 <br />RIM - 906.58 <br />INV.- 903.48 <br />❑ 000000000000000000000000000000000000C1o0E3E30E3 0E3E] C70E70E) ElE) C70000000DE100 000E7000E30E7E700CJ • <br />CONNECT TO EXISTING MH <br />INV.- 901.17 <br />F: \Eng \63985 \001 \dwg \1100 \UTILITY.dwg, 06/09/2003 02:52:23 PM, CQIvinT, <br />1:2.18095 <br />.l� <br />0 <br />n <br />20 40 <br />60 <br />SCALE <br />LEGEND <br />1 <br />{ <br />r <br />YS <br />O <br />0 <br />• <br />4- <br />H <br />0 <br />■ <br />8 <br />IN <br />FEET <br />DENOTES BOUNDARY LINE <br />DENOTES EXISTING STORM SEWER <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />PROPOSED STORM SEWER <br />EXISTING WATERMAIN <br />PROPOSED WATERMAIN <br />EXISTING SANITARY SEWER <br />PROPOSED SANITARY SEWER <br />EXISTING BUILDING <br />PROPOSED BUILDING <br />EXISTING STORM MANHOLE/ CB <br />PROPOSED STORM MANHOLE/ CB <br />PROPOSED FES / FES W /RIPRAP <br />EXISTING SANITARY MANHOLE <br />PROPOSED SANITARY MANHOLE <br />DENOTES PROPOSED HYDRANT <br />DENOTES PROPOSED GATE VALVE <br />DENOTES EXISTING HYDRANT <br />Fre <br />COPY <br />WARNING <br />THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES <br />FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES, <br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR <br />REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO OWNER. <br />WOODSTONE <br />BUILDERS INC <br />Lino Lakes Retail <br />Lilac St. & Apollo Dr. <br />Lino Lakes, Minnesota <br />Hansen <br />Mohagen WI <br />Architectural <br />Group <br />1415 E Wayzata BIM TM 952.473.1985 <br />S,i14 200 Faz952.473.1340 <br />Wayzata MN 55391 wv.moAagananf,n. can <br />SCHOELL & MADSON, INC. <br />ENGINEERS • SURVEYORS • PUNNING <br />SOIL TESTING • ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD. SUITE I <br />MINNETONKA, MN 55305 <br />(952) 548 -7601 F80 (952) 546 -9065 <br />- .-ACIgNImOdson.com <br />I HEREBY CERTIFY THAT THIS PLAN. <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION, AND THAT 1 AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />REGISTRATION NUMBER . <br />N0. DESCRIPTION DATE <br />PROJECT NUMBER: . <br />DRAWN BY. <br />CHECKED BY: . <br />DATE: • <br />UTILITY <br />PLAN <br />C2 <br />S.M.I. PROJECT NO. 63985 -001 <br />