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J <br />LC) <br />Ln <br />z_ <br />J <br />w <br />z_ <br />E (-) <br />Qz <br />j <br />r) o <br />I � <br />N <br />o <br />CN <br />o <br />SAN/MH <br />RIM=903.72 <br />INV(N)=895.72 <br />INV(S)=895.67 <br />-< <br />M <br />< <br />CONNECT TO <br />EXISTING SANITARY <br />SEWER a) <br />INV=896.16 <br />< < <br />PLEASANT VIEW DRIVE/ <br />STINSON BOULEVARD <br />• <br />CONNECT TO <br />EXISTING <br />WATERMAIN O05 <br />OH <br />CONNECT TO <br />EXISTING <br />WATERMAIN O05 <br />CONNECT TO <br />EXISTING <br />SANITARY <br />SEWER 00 <br />INV=896.63 <br />P—OH <br />P- <br />0 <br />8" CIP <br />CONNECT TO <br />EXISTING <br />WATERMAIN O05 <br />< < 8 VCP <br />1" TYPE K COPPER <br />WATER SERVICE (TYP.) 0 <br />4" PVC (SDR 26) <br />SEWER SERVICE <br />@ 2.00% (TYP.) 02 <br />CITY/COUNTY <br />LINE <br />EXISTING <br />RESIDENCE <br />CJ <br />P—OH — <br />I <br />OH <br />CONNECT TO <br />EXISTING <br />SANITARY <br />SEWER 0© <br />INV=896.93 <br />IV <br />x <br />I-10-d —(N-D\ <br />13 <br />0 <br />W=905.2 <br />S=897.8 <br />P—OH <br />F{-OH <br /><S% <br />W=906.5 <br />S=898.3 <br />ta <br />,P—OH <br />P—OH <br />4 b <br />1. 4 <br />• <br />-•- <br />•N <br />3 <br />P—OH <br />P—OH <br />P—OH <br />SAN/MH <br />RIM=908.73 <br />INV=897.03 <br /><S% W=908.0 <br />S=898.6 <br />z <br />CURB CUT <br />\\ <br />c \\ <br />,, <br />ti <br />1 <br />P—OH <br />7 <br />4 <br />A <br />L_ <br />7 <br />oy <br />1 <br />O WELL <br />EXISTING <br />RESIDENCE <br />r <br />4 <br />a <br />A 4 <br />4 <br />A <br />4 <br />O. G <br />A <br />x <br />0 <br />WV MH <br />RIM=911.56 <br />A <br />4 <br />4 <br />EXISTING <br />RESIDENCE <br />0 <br />i <br />v <br />v <br />0 <br />4 <br />A <br />4 <br />?d]IVM MV'I <br />i <br />I <br />0 <br />• <br />0 <br />• <br />0 <br />T <br />W=XXX.X <br />S=XXX.X <br />LEGEND <br />1" CURB STOP <br />4" PVC CAP <br />TOP OF CURB STOP ELEVATION <br />SEWER SERVICE INVERT ELEVATION <br />AT THE PROPERTY LINE <br />GENERAL NOTES: <br />1. PUBLIC WORKS SHALL OPERATE ALL WATERMAIN <br />VALVES. CONTRACTOR IS RESPONSIBLE FOR <br />NOTIFYING AFFECTED PROPERTY OWNERS AT LEAST <br />24 HOURS IN ADVANCE OF WATER SUPPLY <br />DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP <br />OF AFFECTED PROPERTIES FOR CONTRACTOR'S USE. <br />REFERENCE NOTES: <br />0 WATER SERVICE SHALL BE CONSTRUCTED PER <br />02 SEWER SERVICE SHALL BE CONSTRUCTED PER <br />03 CONNECTION TO EXISTING SANITARY SEWER SHALL <br />BE MADE WITH AN INSERTA TEE FITTING OR <br />APPROVED EQUAL. INSERTA TEE INSTALLATION SHALL <br />BE PER THE MANUFACTURER'S RECOMMENDATIONS. <br />0 CORPORATION STOP SHALL BE TAPPED INTO THE <br />EXISTING WATERMAIN FOR THE WATER SERVICE. <br />05 CONNECTING TO THE EXISTING UTILITY STRUCTURES <br />SHALL BE COMPLETED UNDER DIRECT SUPERVISION <br />OF PUBLIC WORKS STAFF. <br />20 <br />0 <br />20 <br />40 <br />SCALE <br />IN <br />FEET <br />DATE <br />2/4/21 <br />REVISION <br />PLAN REVISIONS PER CITY REVIEW <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State of Mir • = - eta. <br />ilk. <br />I OTHY A. <br />Date 1 /4 21 <br />R€HS, P.E. <br />Lic. No 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson—anderson.com <br />BELDEN RIVER VIEW <br />UTILITY PLAN <br />CITY OF MOUNDS VIEW, MINNESOTA <br />4535.01 <br />