Laserfiche WebLink
w� <br />Jz <br />o:D <br />Cy- 0 <br />� U <br />�Q <br />0 <br />� <br />0 <br />�z <br />SAN MH <br />U a <br />RIM=903.72 <br />INV(N)=895.72 <br />INV(S)=895.67 <br />❑M <br />w_ <br />I— <br />V) Z <br />o� <br />z0 <br />� U <br />0 <br />_3 w <br />LL-� <br />O Q <br />�ry <br />I— <br />C) I <br />CITY/COUNTY <br />LINE <br />I � <br />It <br />TO <br />EXISRY <br />16 <br />PG H <br />I I <br />PLEASANT VIEW DRIVE/ <br />STINSON BOULEVARD <br />EXISTING <br />RESIDENCE <br />DATE I REVISION <br />2/4/21 1 PLAN REVISIONS P <br />I, <br />CONNECT TO - <br />EXISTING <br />WATERMAIN q <br />CONNECT TO <br />CONNECT TO EXISTING <br />EXISTING SANITARY <br />WATERMAIN O05 SEWER 03 05 <br />INV=896.63 <br />'—OH — P— H — <br />I G <br />° CIP <br />------------------------ <br />< < 8" VCP <br />— 1" TYPE K COPPER <br />WATER SERVICE (TYP.) ) _ <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 Mi ta. �• <br />IMOTHY A. MRI�e!-IS, P.E. <br />Date 1 4 21 Lic. No. 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />' CONNECT TO — <br />EXISTING <br />WATERMAIN ®05 <br />I <br />�J <br />P—OH — <br />I <br />__ �____________ <br />—OH <br />CONNECT TO <br />EXISTING II <br />SANITARY <br />SEWER P—OH <br />V-896 93 "' <br />II � <br />'' ON C° _ <br />i P' n J <br />N <br />°P—OH P—OH II <br />_-------- <br />_______ __________ <br />i <br />------------------------- — - �I <br />_---------------------------------- <br />< s SAN/MH "I ° <br />RIM=908.73 <br />INV=897.03 <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 />RVA <br />v <br />IN <br />00 <br />c� <br />BELDEN RIVER VIEW <br />D <br />D <br />FTl <br />IN <br />T <br />L <br />LEGEND <br />OW 1" CURB STOP <br />OS 4" PVC CAP <br />W=XXX.X TOP OF CURB STOP ELEVATION <br />S=XXX.X 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 />1� WATER SERVICE SHALL BE CONSTRUCTED PER 22 <br />3 <br />�2 SEWER SERVICE SHALL BE CONSTRUCTED PERT <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 />®CORPORATION STOP SHALL BE TAPPED INTO THE <br />EXISTING WATERMAIN FOR THE WATER SERVICE. <br />�5 CONNECTING TO THE EXISTING UTILITY STRUCTURES <br />SHALL BE COMPLETED UNDER DIRECT SUPERVISION <br />OF PUBLIC WORKS STAFF. <br />20 0 20 40 <br />SCALE IN FEET <br />UTILITY PLAN <br />CITY OF MOUNDS VIEW, MINNESOTA <br />X <br />4535.01 <br />