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PROPOSED INFILTRATION <br />BASIN <br />AREA: 0.81 ACRES <br />BOTTOM: 925.0 <br />NWL: 925.0 <br />HWL: 929.5 <br />EOF: 932.48 <br />WV <br />WV <br />WV <br />WV <br />WV <br />W <br />V <br />UPPER 40TH ST. N <br />► <br />► <br />► <br />► <br />► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►► <br />X <br />X X X X X X X X X X X X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />XXXXXXXXX <br />XXXX <br />XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX <br />X <br />XX <br />PROPOSED BUILDING <br />AREA: 10,010 SF <br />LFE: 935.00 <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►► <br />►►►►►►►►►►►►►►►►►►►►►►►► <br />1 <br />2 <br />3 <br />935 <br />935 <br />93 <br />5 <br />935 <br />93 <br />1 <br />9 <br />3 <br />2 <br />932 932 <br />933 <br />933 <br />9 <br />3 <br />3 <br />933 933 <br />934 <br />934 <br />934 <br />934 <br />934 <br />93 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />934 <br />934 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►►►►►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►►►►►► <br />►► <br />►► <br />I <br />I <br />►► <br />►► <br />►► <br />►► <br />4 <br />5 <br />CONNECT TO EXISTING SANITARY <br />STUB WITHSSWR CO-01 <br />AND 8"X6" ECCENTRIC REDUCER <br />EX INV: 923.04 <br />6" INV IN=923.04 (SE) <br />6" FIRE LINE SERVICE BUILDING CONNECTION <br />VERIFY LOCATION, SIZE, MATERIAL, AND <br />INVERT WITH MEP PLANS <br />2" DOMESTIC WATER SERVICE BUILDING CONNECTION <br />VERIFY LOCATION, SIZE, MATERIAL, AND <br />INVERT WITH MEP PLANS <br />CONNECT TO EXISTING STUB <br />WITH 8"X6" REDUCER <br />50 LF OF 6" PVC @ 9.93% <br />17 LF OF 6" PVC @ 2.00% <br />6" <br /> <br />D <br />I <br />P <br />6" 45° BEND <br />SANITARY BUILDING CONNECTION <br />VERIFY LOCATION, SIZE, MATERIAL, <br />AND INVERT WITH MEP PLANS <br />6" INV OUT=931.50 (N) <br />2" 90° BEND <br />6"X2" TEE <br />6"X6" TEE <br />6" 45° BEND 6" D <br />I <br />P <br />6" DIP6" FH <br />6" <br /> <br />D <br />I <br />P <br />2" COPPER <br />6" DIP <br />2" COPPER <br />6" DIP <br />6" GV <br />6" GV <br />CURB STOP <br />6" DIP <br />2" COPPER <br />SSWR CO-02 <br />RIM=934.40 <br />6" INV IN=931.16 (S) <br />6" INV OUT=928.00 (NW) <br />EX <br /> <br />8 <br />" <br /> <br />D <br />I <br />P <br />EX 8" GV <br />EX <br /> <br />8 <br />" <br /> <br />D <br />I <br />P <br />40 LF OF 8" PVC @ 2.00% <br />SSWR MH-06 <br />RIM=933.45 <br />8" INV IN=922.24 (E) <br />8" INV IN=922.24 (S) <br />8" INV OUT=922.14 (W) <br />8. <br />7 <br />' <br />( IN FEET ) <br />GRAPHIC SCALE <br />0 <br />1 inch = 20 ft. <br />20 4020 <br />1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. <br />2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT AND <br />MATERIAL OF UTILITY CONNECTIONS TO BUILDING WITH MEP <br />PLANS. <br />3.SMALL UTILITY ROUTING IS NOT SHOWN ON CIVIL PLANS. <br />CONTRACTOR TO COORDINATE ROUTING WITH APPLICABLE <br />UTILITY PROVIDERS. <br />4.WATER AND SANITARY SEWER CONNECTIONS WILL NOT BE <br />PERMITTED UNTIL ALL WATER AND SANITARY SUBDIVISION <br />IMPROVEMENTS HAVE BEEN ACCEPTED BY THE CITY AND <br />DETERMINED TO BE READY TO BE PLACED INTO OPERATION. <br />NOTES <br />C-401 <br />UTILITY PLAN <br />LOT LINE <br />EASEMENT LINE <br />SETBACK LINE <br />RIGHT OF WAY LINE <br />EXISTING EASEMENT LINE <br />EXISTING PROPERTY LINE <br />PROPERTY BOUNDARY <br />EXISTING MINOR CONTOUR <br />EXISTING MAJOR CONTOUR <br />EXISTING STORM SEWER <br />EXISTING SANITARY SEWER <br />EXISTING WATERMAIN <br />►►►►STORM SEWER <br />►►SANITARY SEWER <br />I I WATERMAIN <br />SANITARY MANHOLE <br />CLEANOUT <br />HYDRANT <br />GATE VALVE <br />FIRE DEPARTMENT CONNECTION <br />REDUCER <br />( IN FEET ) <br />GRAPHIC SCALE <br />0 <br />1 inch = 20 ft. <br />20 4020 <br />LEGEND <br />DWN BY: <br />ISSUE DATE: <br />PROJECT NO.: <br />\\ <br />u <br />s <br />0 <br />2 <br />4 <br />2 <br />- <br />p <br />p <br />f <br />s <br />s <br />0 <br />1 <br />\ <br />s <br />h <br />a <br />r <br />e <br />d <br />_ <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />1 <br />9 <br />0 <br />3 <br />0 <br />0 <br />2 <br />7 <br />9 <br />\ <br />5 <br />_ <br />D <br />E <br />S <br />I <br />G <br />N <br />\ <br />a <br />_ <br />C <br />A <br />D <br />\ <br />4 <br />_ <br />P <br />L <br />A <br />N <br />S <br />H <br />E <br />E <br />T <br />S <br />\ <br />C <br />- <br />4 <br />0 <br />1 <br /> <br />U <br />T <br />I <br />L <br />I <br />T <br />Y <br /> <br />P <br />L <br />A <br />N <br /> <br />0 <br />2 <br />7 <br />9 <br />. <br />d <br />w <br />g <br /> 4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> DA <br />U <br />G <br />H <br />E <br />R <br />T <br />Y <br />, <br /> <br />A <br />D <br />A <br />M <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />ISSUE NO.: <br />IS <br />S <br />U <br />E <br /> <br />N <br />O <br />. <br />: <br />SHEET NO.: <br />SHEET TITLE: <br />4/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />2 <br />3 <br />: <br />4 <br />8 <br /> <br />P <br />M <br />CLIENT: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />CHK'D BY:APP'D BY: <br />1 CARLSON PKWY N <br />PLYMOUTH, MN 55447 <br />PHONE: 763-479-4200 <br />WWW.STANTEC.COM <br />PR <br />I <br />M <br />R <br />O <br />S <br />E <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br /> <br />- <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br />, <br /> <br />W <br />A <br />S <br />H <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />, <br />MI <br />N <br />N <br />E <br />S <br />O <br />T <br />A <br />04/10/2025 <br />190300279 <br />KRM AWD JRA <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL <br />COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE <br />(EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL <br />UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT <br />NO COST TO THE OWNER. <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA: 651-454-0002 <br />TOLL FREE 1-800-252-1166 <br />1 <br />SI <br />T <br />E <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />P <br />L <br />A <br />N <br />S <br />04 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1