Tranquil_22_612378109653213TYLER STREET NW6213456 124871154ULYSSES ST NW191ST AVE NW190 1/2 AVE NW190TH AVE NWSTA=0+14.17STA=0+14.15935.5(LO 937.9)SLO938.4934.1(LO 936.8)FBLO942.8942.0FBLO(LO 937.0)934.3942.4FBLO(LO 936.4)933.7942.6FBLO(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 / SLO940.5932.5FBWO940.2940.2FBWO932.5940.2FBWO932.5941.8FBWO933.1944.4FBWO935.7945.8FBWO937.1937.1FBWO945.8945.7SLO(LO 944.5)942.8945.7SLO(LO 944.5)942.8945.7SLO(LO 944.5)942.8 937.0(LO 945.5)FB945.7944.1SWO941.2941.7FB(LO 941.2)933.0938.6FB(LO 938.1)930.9933.7(LO 936.4)FBLO942.4<<<<<<<<<<<<<<<<<<<<<<<<<<SS>>>>>SS>>S>>>SS>>S>>>>>>||||||S>>>>>|||||||||||||||||||||||||||CAP WATER MAIN ENDTAP INTO EXISITNG 8" DIP WATER MAIN(CONTRACTOR TO FIELD VERIFYLOCATION AND INVERT)TAP INTO EXISITNG 8" DIP WATER MAIN(CONTRACTOR TO FIELD VERIFYLOCATION AND INVERT)8" GV8" GV8" GV8" GV8" GV8" GV 8"X8" TEE8"X8" TEE<<>S<<CONNECTION PER CITY DETAILCONNECT TO EXISTINGWATER FROM HOUSE45° BEND45° BEND11.2° BEND22.5° BEND45° BEND22.5° BEND45° BEND & 11.2° BEND>>|||||D8" GV10'10'8" GV8"X8" TEE11+60.990+001+002+003+004+005+006+007+008+009+0010+0011+003+82.800+001+002+003+00940
9
4
0938938939939
9
4
1
941
942942943944925930921922923924926926926926926927927927928929931932933934 927928929926940
936937938939941942943930930935935940
931931932932933933934934936937938939 930935940 935 930935940945950945
950940940940945935940945945935940945 91 LF 24"Ø RCP @ 0.54%93092992792873 LF 24"Ø RCP @ 0.68%936937935940936937938939941942166 LF 18"Ø RCP @ 0.18%165 LF 12"Ø RCP @ 0.51%945950944946947948949935940945 930935940 930935940940940
935935
940940
943 943944 926944110 LF 15"Ø RCP @ 0.40%941942943944926 927 928 929 71 LF 12"Ø RCP @ 1.40%28 LF 15"Ø RCP @ 0.00%16 LF 15"Ø RCP @ 1.76%940 938939941935933934
944944
938
93093593
5935
931932933934936937942
943927926
24 LF OF 8"935933934936937FES 101INV.=933.00CB 103CB 102CB 104CB 105CB 110CB 113RIM=935.20CASTING=R-2510-A BEEHIVEW INV.=932.50CB 114CB 120CB 122CB 124CB 125CB 121CB 123CB 115CB 116CB 118CB 119CB 117CB 127CB 128SAN MH 210SAN MH 209SAN MH 208SAN MH 203SAN MH 204SAN MH 205SAN MH 206EXISTING SANITARY MHSAN MH 202SAN MH 201CB 111SAN MH 207STM WTR CTRL STRC 1.0(PER DETAIL)RIM=928.96N INV.=926.00S INV.=922.00FES 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 129INV.=925.00CAP 8" PVC INV=938.00FES 106INV.=931.00CB 107RIM=934.44CONNECT INTO EXISTING 15" RCPNW INV.=931.5024 LF 15"Ø RCP @ 1.95%CAP 8" PVC INV.=931.7520 LF OF 8"Ø PVC @ 0.69%935
936
937
938INTERSECTIONULYSSES ST NW, STA: 6+99.00190.5 AVE NW, STA: 3+82.808"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" GV
8" GV8" GV8" GV
945
942943944
94
6
94
7
9
4
8
949
0+001+001
+
3
7
.
9
6943.12939.35939.502.31%0.31%939.870.71%0.72%933.070.67%936.87 (PER PLAN)925.231.37%926.20929.20930.85AS-BUILT WATER'S EDGEAS-BUILT WATER'S EDGE930928932934936935933932932934935940942944941939922.24 (PER PLAN)940941942943 FES 108INV.=928.00928.10944943944944942941940939938937936935942941940939938939940941938120 LF 15"Ø RCP @ 0.00%FES 126INV.=939.40CB 112RIM=937.79CASTING=R-2510-A BEEHIVEW INV.=931.65E INV.=931.65932.83932.73937.48SCALE: 1" = 50'050'GRADING
UTILITY PLANC43:37 PM N:\Projects Current\21-0046.00 Rohlf Plat\Survey\dwg\ASB\Grading Utility.dwg5/9/2022
UTILITY GENERAL NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THISWORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIESFOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITHGRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURESAND/OR PAVEMENTS TO REMAIN.4.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONSAS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN ANDALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.5.WATER LINE TO MINIMUM 8.0 FEET DEPTH.6.VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTIONWITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES.7.ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES AREBASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY.8.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.9.ALL UTILITIES SHALL MEET CITY OF ELK RIVER DESIGN STANDARDS (LAST REVISIONAUGUST 2017) UNLESS PLAN INDICATES OTHERWISE.10.ALL HDPE STORM SEWER SHALL BE DUAL WALL. ALL RCP STORM SEWER SHALL BECLASS 3 PIPE.11.CONNECTION LOCATIONS AND ELEVATION OFF OF TYLER ST NW, TWIN LAKES PARKWAYNW, AND TWIN LAKES ROAD NW PER RECORD DRAWINGS. THE CONTRACTOR SHALLVERIFY PIPE LOCATION AND INVERT ELEVATIONS PRIOR TO PROCEEDING WITH UTILITYINSTALLATION. CONTRACTOR SHALL NOTIFY BOGART PEDERSON ENGINEER IFLOCATION AND/OR INVERTS ARE DIFFERENT THAN PLAN INDICATES.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVEPASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE.13.THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY ASPHALT PAVEMENTWHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER SERVICEINSTALLATION.14.CONSTRUCTION OF PROJECT SHALL MEET CITY OF ELK RIVER DESIGN STANDARDS(LAST REVISION AUGUST 2017) UNLESS PLANS INDICATES OTHERWISE.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 HYDRANTSANITARY SEWER SHALL BE INSTALLED WITH BORE OR OPEN CUT METHOD UNDERCSAH 13. OPEN CUT SHALL ONLY BE PERFORMED ONCE SHERBURNE COUNTYSTARTS CSAH 13 PROJECT. CSAH 13 PROJECT IS EXPECTED TO START IN MID JULYOR LATER.COUNTY CSAH 13 PROJECT CONTRACTOR AND TRANQUIL MEADOWS PROJECTCONTRACTOR SHALL COORDINATE SEWER CONNECTION AND PROVIDE NOTICEWHEN SANITARY SEWER WORK WILL OCCUR. ALL WORK COMPLETED IN CSAH 13RIGHT-OF-WAY SHALL COUNTY AND CITY STANDARDS.ANY ADDITIONAL COSTS FOR REMOVALS SHALL BE INCLUDED IN BID. ALL ADDITIONALFIELD CHANGES SHALL BE PROVIDED TO DEVELOPER PRIOR TO START OF WORK.984AS-BUILT CONTOURDESCRIPTIONDATENO.
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 DRAWINGSRECORD DRAWINGMEASURED BY: MW/CK @ BPA (04-18-22)DRAWN BY MW @ BPARECORD DRAWINGWYE: 0+93CB: 941.4WYE: 1+74CB: 939.6WYE: 2+40CB: 938.2WYE: 1+83CB: 939.7WYE: 0+82CB: 941.5WYE: 3+05CB: 938.6WYE: 3+46CB: 937.8WYE: 3+90CB: 938.4WYE: 4+14CB: 938.2WYE: 4+76CB: 939.0WYE: 5+55CB: 939.6WYE: 6+65CB: 941.3WYE: 7+60CB: 943.5WYE: 2+94CB: 940.5WYE: 2+81CB: 941.6WYE: 1+94CB: 938.9WYE: 1+90CB: 938.9WYE: 1+00CB: 936.0WYE: 0+92CB: 935.3WYE: 8+94CB: 943.9WYE: 10+47CB: 942.4WYE: 9+62CB: 943.8WYE: 10+06CB: 944.0WYE: 10+51CB: 944.0SERVICE NOTES:WYE: ROAD STATIONINGCB: CURB BOX FINISHED GRADE ELEVATION