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/ <br />/ <br />/ <br />v LOT2 <br />V <br />P <br />GO <br />V <br />COORDINATE RELOCATION OF <br />EXISTING STORM SEVER PIPETS <br />AND STRUCTURES PROPOSED <br />BY PARSONS TRANSPORTATION <br />CROUP PRIOR TO CONSTRUCT, <br />OF ROADWAY. <br />J <br />RDA 912.10 <br />INV 906.86 SE <br />INV 906.96 NW <br />2'X3' BOX <br />NEENAH R -3246 <br />OMITS <br />CONS <br />CORE DRILL AND <br />CONNECT TO EXI5TIND <br />CATCH BASIN <br />PROPOSED BY <br />PS <br />TRANSPORTATION <br />CROUP. <br />IE 906.71 <br />CONNECT TO EXISTING SANITARY <br />STUB PROPOSED BY PARSONS <br />TRANSPORTATION GROUP. <br />IE 903.28 <br />CONNECT TO EXISTING <br />WATER SERVICE STUB <br />PROPOSED BY PARSONS <br />TRANSPORTATION <br />GROUP. <br />C8//H6 <br />RN 912.30 <br />INV 907.84 W <br />INV 907.74 SE <br />22.1. BOX <br />NEENAH R -3248 <br />6,DOD 60. FT. <br />FFSIDEM <br />VERIFY LOCATION OF EXISTING <br />U DUTY SERVICE STUBS NTH <br />PARSONS TRANSPORTATION <br />CROUP. <br />\ 4/ <br />iiii•i�ili1 <br />o <br />NITS <br />CON51 <br />/ <br />._ <br />------ <br />._ \.\ <br />WtflY NOTES: <br />1. MANTA: 16- VERTICAL SEPARATION AT ALL PPE <br />SINGS. <br />2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO <br />THE STMT OF CONSTRUCTION. <br />1 UOUIY CONTRACTOR TO PROVIDE POLYSTYRENE INSULATION <br />FOR ALL STORY SEWER AND WATERMNN CROSSINGS WHERE <br />VERTICAL OR HORIZONTAL SEPARATION 6 LESS THAN IF. <br />4. ALL U11U1Y WORX WITHIN THE R.O.W. SHALL COMPLY WITH <br />THE COY Of UNO LANc5 ENGINEERING DESIGN STANDARDS <br />5� GOPHER ONE 48 HDQRS IN AOVINCE OF ANY GOUTY <br />& PROVIDE TEMPORARY TRAFFIC CONTROL IN COYPUANCE W1114 <br />NOR 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FELD <br />MANY. DATED APR11. 1995, FOR ANY UIIUIY CONSTRUCTION <br />WONN PUBUC <br />7. REMOVE ALL POSTING LOUPES WHICH INTERFERE WON <br />PROPOSED CONSTRUCTION. <br />8. 6' OP WATER SERVICES SHALL 8E CLASS 52. <br />9. swum. SEWER SERVICES SHALL BE IF PVC sea 35. <br />10. CONTRACTOR STALL FIELD VERFY DE LOCATIONS AND <br />ELEVATIONS OF 0I5-11NG UTILITIES ARO TOPOGRAPHIC <br />FEATURES, SUCH AS MONO OTTER GRADES AT IRE <br />PROPOSED ORNE'NAYS, PRIOR TO THE STAID OF STE <br />TRADING. THE CONTRACTOR SHALL IMIED9TELY <br />NOTIFY TIE ENGINEER OF ANY OSCREPANCES OR <br />1ARIATONS FROM ONE PLANS. <br />UTPJTY I <br />0 <br />4 <br />H <br />■ <br />• <br />PROPOSED 59/MN <br />PROPOSED MERMAN <br />PROPOSED !WARY SEWER <br />PROPOSED STORM SEWER <br />PROPOSED STORY SETTER (ST OTHERS) <br />PROPOSED WATERMAIN (,,. OTHERS) <br />PROPOSED SANITARY SEWER (BY OTHERS) <br />PROPERTY LAVE <br />POSTING ORNNAGE TRILBY EALSEMfM <br />PROPERTY COWER <br />PROPOSED HYDRANT (BY OTHERS) <br />PROPOSED GTE VALVE (BY OTTERS) <br />PROPOSED GTE VALVE <br />PROPOSED CATCH BASIN (EN OTHERS) <br />PROPOSE MANHOLE (BY OTHERS) <br />PROPOSED VANSFORYER (BY OTHERS) <br />,40,504 <br />' ALLIANT <br />ENGINEERING <br />US MK MBAS ROUTH <br />WATS 1041 <br />MINMEAPOUS. IAN M <br />WIN 7111941010 MONS <br />1880 7808006 FAX <br />SHEA <br />4944 48w 4414 4188 <br />>m 8** TINA 4148 <br />Y4GA44A r 1*81 <br />1018 <br />3s -7797 Owe <br />CM) 910-2630 r <br />ANCIIITECTLINC <br />�9rSa <br />bila <br />ell 11 <br />pal <br />1 <br />1 <br />19 <br />LINO LAKES MARKETPLACE <br />IL <br />U <br />1— <br />0 <br />0 <br />< <br />a. O <br />< W <br />,912 <br />M = <br />O W <br />C <br />'sz <br />REVISIONS <br />DRAWN BY PH <br />CHECKED BY CW <br />DATE ISSUED 2.4.02 <br />SCALE 14 =20' <br />.08 NO. 02002 <br />C -3 <br />SHEET 4 OF 9 <br />