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UTILITY NOTES: <br />1. ALL SANITARY SEWER LINES SHALL. BE 6 INCH SDR 35 PVC WHEN LESS THAN 16" <br />DEEP. SANITARY SEWER GREATER THAN 16' DEEP AND LESS THAN 22" DEEP SHALL <br />BE 508 26 PVC. GREATER THAN 22" DEEP SHALL BE DIP. <br />2. SANITARY SERVICE UNES SHALL BE 4- PVC - 508 26. <br />3. WATER SERVICE ONES 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 B". <br />5. EASEMENTS SHALL BE PROVIDED OVER ALL UTILTIES AS REOUIRED. MINIMUM <br />EASEMENT WIDTH SHALL BE 20 FEET IN WIDTH" CENTERED ON UTILITY LINE <br />LEGEND <br />EXISTING <br />n FLARED END SECTION -a•- OVERHEAD WIRES <br />PROPOSED <br />• MANHOLE <br />▪ CATCH BASIN <br />-fir HYDRANT <br />— a— SANITARY SEWER <br />— »- -STORM SEWER <br />— I —WATER MAIN <br />A FLARED END SECTION <br />L <br />o; <br />4 <br />- -- ' . <br />T1 / / / //-J ' /. /� .,-- -- - ---'\ ,// l <br />I / / / / - - -- / / / / <br />1 �/ / ' v 1 , / / / <br />/ ' / / 1 / 1 <br />1\ \ \ .. _ / / / , / / / / <br />I I l \ \�: —,i / / / //' z / / // / /// / <br />{ I I -, /� -� / ' / / / / <br />I I <br />I I I <br />{ I I I <br />(7 <br />C.4 <br />0 <br />cn <br />{ <br />I <br />/ ' 1 l_ 1 \ 1 <br />\ \ 1 <br />\ \ <br />\ \ / / <br />\ — s <br />/ / / <br />/ / / / / <br />/ / / <br />/ / / <br />/ / / 1 / <br />/ 11 / / • <br />/' / <br />/ <br />/ / <br />/ / / / <br />i l /l' // <br />r 11/1`/// <br />f <br />I I 1 I r 1 <br />1 1 1 1 1 <br />1 1 1 1 1 I <br />1 I ■ 1 1 1 11 <br />,3.75 <br />6.33 <br />101 RANGAROFN (SEE OETAS). <br />12' CAP <br />12' x 12' TEE <br />12' x 0" REDUCER NE 8 5W <br />/ \ <br />ulH <br />N0 65415 <br />` BA( FLED <br />FES T ,TRIANG <br />wwa5l.00 <br />9l <br />Ft,-T <br />9 1 <br />x5"1 <br />PROTECT ORD. <br />Xg90 A <br />ENCASE B' WATERMNN PIPE I <br />50 L.F. HOPE PIPE. <br />RIM 896.03 <br />INV 39190 <br />3D. 6 BOX ((1RII.vSI�q� <br />D` <br />NVADADA l£7 <br />ENCASE FORCE HUN N 50. LF <br />OF HOPE HPE <br />AiIIS AILS <br />328 II 8" DIA. HOPE <br />WATER MAIN PIPE <br />DIRECTIONALLY BORED <br />(894.4) <br />/% AC, <br />I <br />7 \ <br />HH 5 1I / <br />RDA 895.73 <br />WV 898.07 / f • ` _ f M <br />GEE <br />G <br />GFE =900.9 <br />G(904 9) <br />w5 <br />B9L00 / <br />r~ {rfs DISSIPATER cff� on <br />i <br />/ <br />THE SUBSURFACE UTILITY WFORMATON 5006N ON THESE MANS I5 A 011LI1Y OUAUTY LEVEL O. 11115 DUALITY LEVEL WAS DEIERNINEO / / <br />ACCORDING TO 144E GUIDELINES OF CSASCE 38 -02, 01100 "STAN0840 GLXDEUNES FOR 1HE COLLEC110N AND DEPICTION OF EIAS1NG - / <br />SUBSURFACE UTILITY DATA.' THE CONTRACTOR 910 /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, BY CONTACTING 181 N011F630110N CENTER (GOPHER STATE ONE FOR MINNE50TA). THE CONTRACTOR <br />AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES. N14ICN MIGHT BE OCCASIONED BY HN5. OR HER <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTIUIIES (UNDERGROUND AND OVERHEAD). <br />IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE 911 HE OR SHE SHALL 14011F5 1HE ENGINEER WITH 144E LOCATION. 521. INVERT AND <br />IF 1410 TILE ENE IS ACTIVE NO ACTIVE DRAIN 1ILE SHALL BE BACXFILLED INTHOU2 APPROVAL FROM THE PRO.ECT ENGINEER. <br />G(904.6) <br />WO <br />IGEE= .6 I <br />(894.1) <br />AL <br />/ <br />0 <br />60 <br />120 <br />MIME dAMEMMIll <br />•11114.1■vao•e_ <br />SCALE IN FEET <br />wr 11..m[ - - 8545145 <br />PRELIMINARY UTILITY PLAN <br />44 <br />0 <br />Q <br />8 <br />8 <br />8 <br />10 <br />0 <br />8 <br />SHEET NUMBER <br />C.6.01 <br />REV. <br />A <br />MFRA FILE 45 15269 <br />