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EXISTING GRADE <br />PROPOSED GRADE <br />WATERMAIN PROFILE <br />920 <br />930 <br />940 <br />920 <br />930 <br />940 <br />0+00 <br />EG <br />: <br />9 <br />3 <br />3 <br />. <br />2 <br />4 <br />FG <br />: <br />9 <br />3 <br />3 <br />. <br />2 <br />4 <br />1+00 <br />EG <br />: <br />9 <br />3 <br />3 <br />. <br />2 <br />8 <br />FG <br />: <br />9 <br />3 <br />3 <br />. <br />2 <br />8 <br />2+00 <br />EG <br />: <br />FG <br />: <br />6" 45° BEND <br />6"X6" TEE <br />6" DIP <br />6"X2" TEE <br />2" COPPER <br />6" DIP 6" 45° BEND <br />6" DIP <br />6" DIP <br />2" 90° BEND <br />103 LF OF 12" PVC @ 0.70% <br />50 LF OF 6" PVC @ 9.93% <br />CONNECT TO EXISTING STUB <br />WITH 8"X6" REDUCER <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 />DEPTH = ±-1.5' <br />WV <br />WV <br />UP <br />P <br />E <br />R <br /> <br />4 <br />0 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />N <br />► <br />► <br />► <br />► <br />► <br />►► <br />►► <br />►► <br />►► <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X <br />X <br />X <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />AR <br />E <br />A <br />: <br /> <br />1 <br />0 <br />, <br />0 <br />1 <br />0 <br /> <br />S <br />F <br />LF <br />E <br />: <br /> <br />9 <br />3 <br />5 <br />. <br />0 <br />0 <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />93 <br />5 <br />9 <br />3 <br />5 <br />935 <br />93 <br />5 <br />9 <br />3 <br />2 <br />93 <br />3 <br />93 <br />3 <br />933 <br />9 <br />3 <br />3 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />934 <br />934 <br />934 <br />9 <br />3 <br />4 <br />I <br />I <br />I <br />I <br />I I I I I I I <br />►►►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►►►►►►►►►►►► <br />►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />II <br />►►►► <br />►►►► <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 />50 LF OF 6" PVC @ 9.93% <br />17 LF OF 6" PVC @ 2.00% <br />6" DIP <br />6" 45° BEND <br />2" 90° BEND6"X2" TEE <br />6"X6" TEE <br />6" 45° BEND <br />6 <br />" <br /> <br />D <br />I <br />P <br />6" DIP <br />6" FH <br />6" DIP <br />2" COPPER <br />6" DIP <br />2" COPPER <br />6" DIP6" 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 8" DIP <br />EX 8" GV <br />EX 8" DIP <br />40 LF OF 8" PVC @ 2.00%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 />8.7' <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 />5 <br />7 <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 <br />C-402 <br />WATERMAIN PLAN <br /> AND PROFILE <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 />NOTES <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 />SANITARY BUILDING CONNECTION <br />VERIFY LOCATION, SIZE, MATERIAL, <br />AND INVERT WITH MEP PLANS <br />6" INV OUT=931.50 (N) <br />2" DOMESTIC WATER SERVICE BUILDING CONNECTION <br />VERIFY LOCATION, SIZE, MATERIAL, AND INVERT <br />WITH MEP PLANS <br />6" FIRE LINE SERVICE BUILDING CONNECTION <br />VERIFY LOCATION, SIZE, MATERIAL, AND INVERT <br />WITH MEP PLANS <br />CONNECT TO EXISTING STUB <br />WITH 8"X6" REDUCER