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Tranquil_22_9ULYSSES ST NW SAN WATER920925930935940945950920925930935940945950-0+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 SAN MH 206 STA: 11+36.95 OFF: 0.00 RIM=943.97133 LF OF 8" SDR 26 @ 2.00%SAN MH 205 STA: 9+98.00 OFF: 0.00 RIM=943.3364 LF OF 8" SDR 26 @ 0.44%225 LF OF 8" SDR 26 @ 0.41%SAN MH 203 STA: 6+99.00 OFF: 0.00 RIM=943.08159 LF OF 8" SDR 26 @ 0.40%SAN MH 208 STA: 4+27.68 OFF: 0.00 RIM=937.7258 LF OF 8" SDR 26 @ 0.41%SAN MH 209STA: 3+63.62OFF: 0.00RIM=937.83329 LF OF 8" SDR 26 @ 0.41%SAN MH 204 STA: 9+28.48 OFF: 0.00 RIM=943.51 E INV.=931.50 W INV.=931.60 NE INV.=928.65 W INV.=928.75 N INV.=928.25 SW INV.=928.35 N INV.=927.30 S INV.=927.30 E INV.=927.20 W INV.=930.30N INV.=930.40 SAN MH 210STA: 0+30.00OFF: 0.00RIM=941.7390° BEND8" X 6" REDUCERGATE VALVE & HYDRANT LOCATION1119 LF OF 8"Ø DIP WM (MIN. 8' OF DEPTH)PROPOSED STORM SEWER8' MIN.103 LF OF 8" SDR 26 @ 0.42%SAN MH 207 STA: 5+91.58 OFF: 0.00 RIM=940.49 N INV.=927.85 S INV.=927.75 18" MIN. NE INV.=928.60 S INV.=928.50 E INV.=928.95SW INV.=928.85 PROPOSED FINISHED GRADEEXISTING GRADECAP ENDINV.=931.7520 LF OF 8" SDR 26 @ 0.69%WATERMAIN CROSSING WITH 45° BENDS(SEE DETAIL)941.37940.48939.95939.50938.81938.55938.11 937.65 938.02 938.25 939.31 940.60 942.11 942.92 943.99 944.36 943.93 943.80 943.57 943.45 943.69 944.02 941.84938.04 937.92 940.76 943.60 943.57 944.090.46%0.74%0.40%0.53%0.88%2.14%927.96 928.06 927.41 927.35 927.43 928.84928.97 928.54 928.69 930.34930.36 931.53 931.35 928.40 928.25 928.81 928.680.47%943.32 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 > >||||> > > > >||||||||||||| | | ||| ||||CAP WATER MAIN END8" GV8" GV8" GV8" GV8"X8" TEE8"X8" TEE<<>S <<CONNECTION PER CITY DETAILCONNECT TO EXISTINGWATER FROM HOUSE45° BEND45° BEND11.2° BEND22.5° BEND45° BEND>>||| | | D 8" GV 10'8" GV11+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 935940945945935940945935 940 93 6 93 7 93 8 93 9 941 942 950946 947948949935940945930935940 940940 940935 935940940943943 9440+00 1+00 2+00944 9419429439449269279289299409389399419359339349449449 3 8930935935935931932933934936937942943 5+006+007+008+009+009+38.8993 5 933934 936 937 SAN MH 210SAN MH 209SAN MH 208SAN MH 203SAN MH 204SAN MH 205SAN MH 206SAN MH 207CAP 8" PVC INV=938.00CAP 8" PVC INV.=931.7520 LF OF 8"Ø PVC @ 0.69%9359369379388"X8"X6" TEE6" VALVE & HYDRANT10 LF OF 6"8"X8"X6" TEE6" VALVE & HYDRANT11 LF OF 6"8"X8"X6" TEE6" VALVE & HYDRANT13 LF OF 6"8"X6" REDUCER6" VALVE & HYDRANT3 LF OF 6"8"X8" TEECONNECTION PER CITY DETAILCONNECT TO EXISTINGSANITARY FROM HOUSE11.2° BEND11.2° BEND10'10'8" GV8" GV8" G V 8" GV9459469479489491+001+37.96AS-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 940941942943944 943944944942 941 940 939 938937 936 935942 941 940 939 938 939 940 941938 SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE: 1" = 50'050'GRADING SANITARY & WATERMAIN - ULYSSES ST NWC73:37 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