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Tranquil_22_8190.5 AVE NW925930935940945950955960925930935940945950955960-0+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 1.00%3.29%1.91%STA: 0+14.00ELEV: 934.176STA: 3+82.80 ELEV: 943.085 LOW POINT ELEV: 934.29LOW POINT STA: 0+25.00PVI STA: 0+75.00PVI ELEV: 934.79K: 43.59LENGTH: 100.00A.D. = 2.29%STA: 0+25.00 ELEV: 934.29 STA: 1+25.00 ELEV: 936.43 HIGH POINT ELEV: 941.50HIGH POINT STA: 3+00.00PVI STA: 2+50.00PVI ELEV: 940.55K: 72.19LENGTH: 100.00A.D. = -1.39%STA: 2+00.00 ELEV: 938.90 STA: 3+00.00 ELEV: 941.50 58 LF OF 15"Ø RCP @ 0.57%142 LF OF 15"Ø RCP @ 0.45%CB 120 STA: 3+11.91 OFF: -15.54 L RIM=941.39 CROSSING 28 LF OF 12"Ø RCP @ 0.80%CB 121 STA: 3+11.83 OFF: 15.54 R RIM=941.39 CB 123 STA: 1+67.56 OFF: 15.54 R RIM=937.49CROSSING 28 LF OF 12"Ø RCP @ 0.80%CB 122 STA: 1+67.21 OFF: -15.54 L RIM=937.4891 LF OF 12"Ø RCP @ 0.53%CB 124 STA: 0+73.31 OFF: -15.54 L RIM=934.70CROSSING 28 LF OF 12"Ø RCP @ 0.80%CB 125 STA: 0+73.31 OFF: 15.54 R RIM=934.70 28 LF OF 15"Ø RCP @ 0.80%CB 114 STA: 7+26.63 OFF: -15.54 L RIM=943.11 CB 124 W INV.=931.75 N INV.=931.75 CB 114 W INV.=930.00 E INV.=930.00 CB 121 S INV.=937.25 CB 120 W INV.=930.35 E INV.=930.35 N INV.=937.50 CB 123 S INV.=934.75 CB 122 W INV.=931.00 E INV.=931.25 N INV.=934.50 CB 125 S INV.=932.00 PROPOSED FINISHED GRADEEXISTING GRADE934.67 935.89 937.48 939.14 940.52 941.72 942.26 942.92 941.72 939.14 936.65 934.15 934.63 934.85 932.40 934.52 931.25 931.20 934.81 937.63 930.68 930.53 937.11 930.11 930.36 937.51 937.49 941.33 941.31 943.01933.981.14%0.78%0.51%0.98%0.82%1.86%1.04%932.08 931.96 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>>>>>||||||||||| || | | | ||<<>S|||D11+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 94573 LF 24"Ø RCP @ 0.68%936937935940936937938939941942165 LF 12"Ø RCP @ 0.51%9509499 3 5 940 945 930 935940935935 940 940 943943944 0+001+002+00944 110 LF 15"Ø RCP @ 0.40%926927928929 71 LF 12" Ø R C P @ 1 . 4 0 %28 LF 15"Ø RCP @ 0.00%935 933 934 944944 938930 93593 5935931932933934936937 2+003+004+005+006+00 927926935933934 CB 110CB 113RIM=935.20CASTING=R-2510-A BEEHIVEW INV.=932.50CB 114CB 120CB 122CB 124CB 125CB 121CB 123CB 115CB 116CB 118CB 119CB 117CB 127CB 128CB 111STM WTR CTRL STRC 1.0(PER DETAIL)RIM=928.96N INV.=926.00S INV.=922.00FES 130INV.=922.00FES 129INV.=925.00FES 106INV.=931.00CB 107RIM=934.44CONNECT INTO EXISTING 15" RCPNW INV.=931.5024 LF 15"Ø RCP @ 1.95%935 936 937 938 945 942943944 94 6 94 7 94 8 9490+001+001 + 3 7 . 9 6 930928932 934 936935933932932934935 FES 108INV.=928.00944943944944942941940939938937936935942941940939 CB 112RIM=937.79CASTING=R-2510-A BEEHIVEW INV.=931.65E INV.=931.65SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE: 1" = 50'050'GRADING STREET & STORM - 190 HALF AVE NWC63:37 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 CONTOURAS-BUILT WATER'S EDGE937.48932.98932.731.43%0.71%928.10925.231.37%926.20929.20922.24 (PER PLAN)930.85RECORD DRAWINGMEASURED BY: MW/CK @ BPA (04-18-22)DRAWN BY MW @ BPARECORD DRAWING