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Tranquil_22_10190.5 Ave NW SAN WATER920925930935940945950955920925930935940945950955-0+500+000+501+001+502+002+503+003+504+004+505+00934.5 934.61 935.6 935.68 939.5 937.26 944.8 938.90 944.1 940.38 943.4 941.50 942.9 942.46 943.1 349 LF OF 8" SDR 26 @ 0.40%N INV.=927.30 S INV.=927.30 E INV.=927.20 W INV.=925.80 S INV.=925.70 SAN MH 203 STA: 6+99.00 OFF: 0.00 RIM=943.08 SAN MH 202 STA: 0+30.00 OFF: 0.00 RIM=934.33 335 LF OF 8"Ø DIP WM (MIN. 8 ' OF DEPTH)90° BEND8"X8" TEE8' MIN.PROPOSED FINISHED GRADEEXISTING GRADEPROPOSED STORM SEWER18" OF COVER934.67 935.89 937.48 939.14 940.52 941.72 942.26 934.36 943.320.50%925.69 925.70 927.41 927.35 927.43 123109213TYLER STREET NW213456871154ULYSSES ST N W190 1/2 AVE NW190TH AVE NWSTA=0+14.15935.5(LO 937.9)SLO938.4934.1(LO 936.8)FBLO942.8934.3(LO 936.4)933.7(LO 936.6)933.9940.2 FBWO 932.5 941.8 FBWO 933.1 944.4 FBWO 935.7 945.8 FBWO 937.1 937.1FBWO945.8945.7937.0 (LO 945.5) FB 945.7944.1SWO941.2941.7FB(LO 941.2)933.0938.6FB(LO 938.1)930.9933.7(LO 936.4)FBLO942.4<<<<<<<<<<<<<<<<<<S>S>>>SS>>S>>>>>|||S>>>>>||||||||||| || | | | ||8" GV8" GV8" GV8"X8" TEE<<>SCONNECTION PER CITY DETAILCONNECT TO EXISTINGWATER FROM HOUSE11.2° BEND22.5° BEND|||D10'8" GV8"X8" TEE11+60.995+00 6+00 7+00 8+00 9+00 1 0+003+82.800+001+002+003+009 4 0 93 9 9 4 1 94 2 9 4 3 925 930921922923924 926926 926926926 927927 927928929931932933934930930935935940931931932932933933934934936937 938 939 930 93 5940 94094593 5 940 94 5 935 940 945936937935940936937938939941942 9509499 3 5 940 945 930 935940935935 940 940 943943944 0+001+002+00944 926927928929 935 933 934 944944 938930 93593 5935931932933934936937 2+003+004+005+006+00 927926935933934 SAN MH 203SAN MH 204SAN MH 205SAN MH 202SAN MH 201SAN MH 207CAP 8" PVC INV.=931.7520 LF OF 8"Ø PVC @ 0.69%935 936 937 938 8"X8"X6" TEE6" VALVE & HYDRANT10 LF OF 6"8"X8"X6" TEE6" VALVE & HYDRANT11 LF OF 6"3 LF OF 6"8"X8" TEECONNECTION PER CITY DETAILCONNECT TO EXISTINGSANITARY FROM HOUSE11.2° BEND10'10'8" GV8" GV8" GV945 942943944 94 6 94 7 94 8 9490+001+001 + 3 7 . 9 6 930928932934936935933932932934935 944943944944942941940939938937936935942941940939 SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE: 1" = 50'050'GRADING SANITARY & WATERMAIN - 190 HALF AVE NWC83:37 PM N:\Projects Current\21-0046.00 Rohlf Plat\Survey\dwg\ASB\Grading Utility.dwg5/9/2022 PROPOSED RIP RAPLEGEND:984PROPOSED CONTOUR<<|>PROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLEPROPOSED FLARED END SECITONPROPOSED CATCH BASINPROPOSED GATE VALVE & BOXPROPOSED STORM MANHOLESPROPOSED WATER SERVICEPROPOSED SANITARY SERVICEPROPOSED HYDRANTCONSTRUCTION OF PROJECT SHALL MEET CITY OF ELK RIVER DESIGN STANDARDS(LAST REVISION AUGUST 2017) UNLESS PLANS INDICATES OTHERWISE.DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. TRANQUIL MEADOWS RESIDENTIAL DEVELPOPMENT PROVIDENCE S&S, LLC City of Elk River, Sherburne County, MN 02/22/2021 21-0046.00 CJD MJM MJM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Date: Lic. No. Christopher J. Dahn 5862804/18/2022 -02/22/2021 DRAWINGS ISSUED TO CITY 1 03/12/2021 DRAWINGS REVISED PER CITY REVIEW 2 03/30/2021 MPCA REVIEW 3 04/21/2021 FINAL CONSTRUCTION PLANS 4 05/14/2021 DRAWINGS REVISED PER 2ND CITY REVIEW 5 06/30/2021 ADDENDUM 1 6 04/18/2022 RECORD AS-BUILT DRAWINGS984AS-BUILT CONTOURRECORD DRAWINGMEASURED BY: MW/CK @ BPA (04-18-22)DRAWN BY MW @ BPARECORD DRAWING