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UTILITY NOTES: <br />1. ALL SANITARY SEWER LINES SHALL BE 8 INCH SDR 35 PVC WHEN LESS THAN 16' <br />DEEP. SANITARY SEWER GREATER THAN 18' DEEP AND LESS THAN 22' DEEP SHALL <br />BE SDR 26 PVC. GREATER THAN 22' DEEP SHALL BE DIP. <br />2. SANITARY SERVICE UNES SHALL BE 4'• PVC- SDR 26. <br />3. WATER SERVICE LINES SHALL BE 1" TYPE "K" COPPER. <br />4. ALL WATERMAIN TO BE DUCTILE IRON PIPE (D.I.P.). DEVELOPER SHALL BE <br />REIMBURSED FOR ALL TRUNCK WATERMAIN GREATER THAN 8 ". <br />5. EASEMENTS SHALL BE PROVIDED OVER ALL UTIUTIES AS REQUIRED. MINIMUM <br />EASEMENT WIDTH SHALL BE 20 FEET IN WIDTH, CENTERED ON UTILITY UNE. <br />LEGEND <br />EXISTING <br />FLARED END SECTION --mw—OVERHEAD WRES <br />PROPOSED <br />• MANHOLE — >— SANITARY SEWER <br />• CATCH BASIN —,9—STORM SEWER <br />HYDRANT —1—WATER MAIN <br />A FLARED END SECTION <br />FlS <br />-10T RA919AIt0Ei1 (SEE DERV) <br />y <br />IV 8D. <br />S• C 909 994T ' <br />9MM89.4 <br />INN.999.0 <br />\ $1 <br />T <br />smkE6 (g aET4, <br />._.; ._ <br />— Y 0159PAiE1N GSGDEn <br />goe <br />�5 <br />1 <br />-9c: <br />G 904.6 <br />. <br />"� YQ <br />__ _••.. <br />- F.: <br />=v <br />GEE 900.6 <br />GFEm900.6 <br />894.1 <br />-. 894.1 <br />894.1 <br />APPROXIMATE SHALLOW <br />MARSH RESTORATION <br />AREA (DESIGN BY <br />OTHERS) <br />THE SUBSURFACE UTIITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY OUAUTY LEVEL D. THIS OUAUTY LEVEL WAS DETERMINED / / <br />ACCORDING TO THE GUIDELINES OF CIIASCE 38 -02. 1111.E) 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING / <br />SUBSURFACE UTIUTY DATA.' THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING / <br />UTILITIES BEFORE COMMENCING WORK, BY CONTACTING 1HE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR <br />AND /0R SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. NMICH MIGHT BE OCCASIONED BY HIS OR HER <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTIUTIES (UNDERGROUND AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE HE OR SHE SHALL 501100 THE ENGINEER 'MTH THE LOCATION, SIZE INVERT AND <br />IF THE TILE UNE I5 ACTIVE. NO ACTIVE DRAIN TILE SHALL BE (M.-MEWED ED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. <br />I <br />1 <br />0 <br />60 <br />120 <br />SCALE IN FEET <br />UJ <br />> < - 0 <br />W z 0 <br />EF-Lij <br />w Q 2- <br />� Z <br />=Z <br />Z w <br />a <br />1 <br />50 z° <br />SHEET NUMBER <br />C.6.01 <br />REV <br />141124 EILE 6 15269 <br />