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Tranquil_22_7ULYSSES ST NW925930935940945950955960925930935940945950955960-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00942.4941.31940.0940.43936.0939.83938.6939.36940.3938.89940.3938.41939.5937.94938.5 937.68 938.1 937.85 938.2 938.45 938.6 939.47 939.3 940.70 939.2 941.93 939.8 943.10 941.8 943.84 941.6 944.09 936.7 943.90 939.2 943.65 941.9 943.41 941.9 943.33 941.3 943.52 939.1 943.78 938.1 937.7 -2.01%-0.94%2.47%-0.50%0.53%STA: 0+14.00ELEV: 942.033 STA: 11+42.00 ELEV: 944.000LOW POINT ELEV: 939.83LOW POINT STA: 1+50.00PVI STA: 1+00.00PVI ELEV: 940.30K: 93.29LENGTH: 100.00A.D. = 1.07%STA: 0+50.00ELEV: 941.31STA: 1+50.00ELEV: 939.83 LOW POINT ELEV: 937.68LOW POINT STA: 4+05.31PVI STA: 4+50.00PVI ELEV: 937.00K: 58.66LENGTH: 200.00A.D. = 3.41%STA: 3+50.00ELEV: 937.94 STA: 5+50.00 ELEV: 939.47 LOW POINT ELEV: 943.33LOW POINT STA: 9+88.72PVI STA: 9+90.00PVI ELEV: 943.20K: 97.44LENGTH: 100.00A.D. = 1.03%STA: 9+40.00 ELEV: 943.45 STA: 10+40.00 ELEV: 943.46 HIGH POINT ELEV: 944.09HIGH POINT STA: 7+99.72PVI STA: 7+50.00PVI ELEV: 944.40K: 50.56LENGTH: 150.00A.D. = -2.97%STA: 6+75.00 ELEV: 942.55 STA: 8+25.00 ELEV: 944.02 CB 128 STA: 9+87.52 OFF: 15.58 R RIM=942.99CROSSING 28 LF OF 12"Ø RCP @ 0.48%CB 127 STA: 9+86.91 OFF: -15.47 L RIM=942.99 CB 102 STA: 4+01.93 OFF: -15.63 L RIM=937.35 CB 103 STA: 4+03.12 OFF: 15.34 R RIM=937.35126 LF OF 15"Ø RCP @ 0.97%CROSSING 28 LF OF 12"Ø RCP @ 0.81%CB 104STA: 2+52.64OFF: -15.54 LRIM=938.52CROSSING 28 LF OF 15"Ø RCP @ 0.64%CB 105STA: 2+52.85OFF: 15.54 RRIM=938.52 116 LF OF 18"Ø RCP @ 0.63%CB 115 STA: 7+27.26 OFF: 15.54 R RIM=943.2228 LF OF 15"Ø RCP @ 0.80%CB 114 STA: 7+26.63 OFF: -15.54 L RIM=943.11 CB 116 STA: 6+07.63 OFF: 15.55 R RIM=940.55113 LF OF 12"Ø RCP @ 0.86%CROSSING 28 LF OF 12"Ø RCP @ 0.80%CB 117 STA: 6+07.57 OFF: -15.53 L RIM=940.55 CB 118 STA: 5+04.95 OFF: 15.54 R RIM=938.1997 LF OF 12"Ø RCP @ 0.50%CROSSING 28 LF OF 12"Ø RCP @ 0.80%CB 119 STA: 5+04.95 OFF: -15.54 L RIM=938.19 CB 127 SE INV.=939.70 NW INV.=939.80 CB 128 SE INV.=939.95 CB 115 E INV.=929.75 S INV.=929.25 N INV.=933.00 CB 114 W INV.=930.00 E INV.=930.00 CB 116 S INV.=934.00 N INV.=934.25 E INV.=937.00 CB 117 W INV.=937.25 CB 118 S INV.=934.75 E INV.=935.00 CB 119 W INV.=935.25 CB 103 SE INV.=933.75 CB 102 NW INV.=933.50 E INV.=933.50 SE INV.=933.50 CB 105S INV.=935.40 CROSSING 28 LF OF 15"Ø RCP @ 0.64%CB 110 W INV.=928.50 E INV.=931.00 N INV.=928.50 CB 111 W INV.=931.20 E INV.=931.20 CB 110 STA: 8+46.50 OFF: 15.50 R RIM=943.58 CB 111 STA: 8+45.49 OFF: -15.54 L RIM=943.58 CB 104W INV.=934.75N INV.=935.20 PROPOSED FINISHED GRADEEXISTING GRADE941.37940.48939.95939.50938.81938.55938.11 937.65 938.02 938.25 939.31 940.60 942.11 942.92 943.99 944.36 943.93 943.80 943.57 943.45 943.69 944.02 943.94 943.63 943.62 944.14 942.71 939.31 938.11939.95941.37 941.96938.52938.50935.49 933.93 937.19 937.43933.68 933.71 933.770.64%0.57%938.18 938.18 1.36%940.55 940.580.72%0.96%0.72%1.36%943.01 943.16 930.11 930.36 929.88 929.55 933.10 0.82%943.57 943.60 3.39%0.57%942.82 942.87 940.37 939.86 935.31934.960.99%935.32 934.88 934.94 937.48 934.18 934.18 937.10 931.99 932.04 928.62 931.04 928.72 940.21 2378109321TYLER STREET NW62134561248114ULYSSES ST NW191ST AVE NW 190 1/ 2 A V E N W 190TH A V E N W STA=0+14.17935.5 (LO 9 3 7 . 9 ) SLO 938.4 934.1 (LO 9 3 6. 8 ) FBLO 942.8 942.0FBLO (LO 9 3 7 . 0 ) 934.3 942.4FBLO(LO 936.4)933.7 942.6FBLO(LO 936.6)933.9935.3(LO 942.8)FB943.0934.3(LO 941.5)FB / SLO942.0933.3(LO 940.5)FB / SLO941.0932.8(LO 940.0)FB / SLO940.5FBWO940.2940.294 0 . 2FBWO932 .5941 .8FBWO933 .1944.4FBWO935.7945.8FBWO937.1937.1 FBWO 945.8 945.7 SLO (LO 9 4 4 . 5 ) 942.8 945.7SLO (LO 944.5)942.8945.7SLO(LO 944.5)942.8937.0(LO 945.5)FB945.7 944.1 SWO 941.2 941.7 FB (LO 9 4 1 . 2 ) 933.0 938.6 FB (LO 9 3 8 . 1 ) 930.9 933.7 (LO 9 3 6 . 4 ) FBLO 942.4<<<< << << <<<<<< << <<<<<<<<<<SS>>>>>S S>>S>>>S S > >||||> > > > >||||||||||||| | | ||| ||||<<>S <<>>||| | | D 11+60.990+001+002+003+004+005 + 00 6+007+008+009+0010+0011+003+82.801+002+003+00940940938938939939941941942 942943944925930921922923924926926926926926927927927928929931932933934 940936937938939941942943930930935935 940 931931932932933933934934936 9 37938939 930935940940 945 950 945950940940 940945 9359409459459359409459 1 L F 2 4 " Ø R C P @ 0 . 5 4% 73 LF 24 " Ø R C P @ 0 . 6 8 % 935 940 93 6 93 7 93 8 93 9 941 942 166 L F 1 8 " Ø R C P @ 0 . 1 8 %165 LF 12"Ø RCP @ 0.51%950946 947948949935940945930935940 940940 940935 935940940943943 9440+00 1+00 2+00944110 LF 15"Ø RCP @ 0.40%9419429439449269279289297 1 L F 1 2 "Ø RC P @ 1 . 4 0%16 LF 15"Ø RCP @ 1.76%9409389399419359339349449449 3 8930935935935931932933934936937942943 5+006+007+008+009+009+38.8993 5 933934 936 937 FES 101INV.=933.00CB 103CB 102CB 104CB 105CB 110CB 114CB 120CB 122CB 124CB 125CB 121CB 123CB 115CB 116CB 118CB 119CB 117CB 127CB 128CB 111FES 130INV.=922.00FES 131INV.=939.70STM WTR CTRL STRC 3.0(PER DETAIL)RIM=943.00S INV.=940.00E INV.=937.00FES 132INV.=937.00FES 106INV.=931.00NW INV.=931.5024 LF 15"Ø RCP @ 1.95%9359369379389459469479489491+001+37.960.3 1 % 0.71% 0.72% 0. 6 7% AS-BUI L T W A T E R' S E D G E 930 928 932 934 936 935 933 932 932 934 935 940942944 941 939 922.24 ( P E R P L A N )940941942943FES 108INV.=928.00944 943944944942 941 940 939 938937 936 935942 941 940 939 938 939 940 941938 120 LF 15"Ø RCP @ 0.00%FES 126INV.=939.40CB 112RIM=937.79CASTING=R-2510-A BEEHIVEW INV.=931.65E INV.=931.65SCALE: 1" = 50'050'GRADING STREET & STORM - ULYSSES ST NWC53:37 PM N:\Projects Current\21-0046.00 Rohlf Plat\Survey\dwg\ASB\Grading Utility.dwg5/9/2022 SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'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.939.35DESCRIPTIONDATENO. 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 CONTOUR943.12939.87936.87 (PER PLAN)939.502.31%937.48932.98932.73928.10933.07RECORD DRAWINGMEASURED BY: MW/CK @ BPA (04-18-22)DRAWN BY MW @ BPARECORD DRAWING