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#09 - Primrose Day care CUP
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#09 - Primrose Day care CUP
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8/15/2025 10:09:32 AM
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30' BUILDING SETBACK LINE <br />PROPERTY LINE <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />30' BUILDING SETBACK <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 />19 <br />26 <br />11 <br />PROPERTY LINE <br />1 <br />0 <br />' <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br /> <br />L <br />I <br />N <br />E <br />10 <br />' <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br />10' D&U EASEMENT <br />45' D&U EASEMENT <br />5' <br /> <br />D <br />& <br />U <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />5' <br /> <br />D <br />& <br />U <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />16' D&U EASEMENT <br />PROPOSED BUILDING <br />AREA: 10,010 SF <br />LFE: 935.00 <br />► <br />► <br />► <br />WV <br />WV <br />WV <br />WV <br />W <br />V <br />UPPER 40TH ST. N <br />935 <br />935 <br />935935 <br />9 <br />3 <br />5 <br />9 <br />3 <br />5 <br />931 <br />93 <br />1 <br />93 <br />2 <br />932 932 <br />93 <br />3 <br />93 <br />3 <br />933 <br />933 <br />9 <br />3 <br />3 <br />933 933 <br />933 <br />934 <br />934 <br />93 <br />4 <br />934 <br />934 <br />9 <br />3 <br />4 <br />934 <br />93 <br />4 <br />9 <br />3 <br />4 <br />934934 934 <br />934 <br />92 <br />5 <br />930 <br />9 <br />3 <br />0 <br />93 <br />0 <br />92 <br />6 <br />9 <br />2 <br />7 <br />9 <br />2 <br />7 <br />92 <br />7 <br />9 <br />2 <br />8 <br />9 <br />2 <br />8 <br />92 <br />8 <br />9 <br />2 <br />9 <br />9 <br />2 <br />9 <br />92 <br />9 <br />9 <br />3 <br />1 <br />931 <br />93 <br />1 <br />93 <br />2 <br />9 <br />3 <br />2 <br />93 <br />2 <br />93 <br />3 <br />933 <br />933 <br />93 <br />3 <br />933 <br />93 <br />3 <br />9 <br />3 <br />3 <br />93 <br />3 <br />93 <br />4 <br />934 <br />93 <br />4 <br />93 <br />4 <br />93 <br />4 <br />934 <br />93 <br />4 <br />934 <br />93 <br />4 <br />934 <br />934 <br />934 <br />► <br />► <br />► <br />► <br />► <br />I <br />I <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 />►► <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 />►► <br />►► <br />►► <br />►►►►►►►►►►►► <br />►► <br />►► <br />167 LF OF 12" RCP @ 0.6 <br />7 <br />% <br />CBMH-202 <br />RIM=931.96 <br />12" INV IN=929.38 (E) <br />12" INV OUT=929.38 (N) <br />CBMH-204 <br />RIM=934.05 <br />6" INV IN=930.50 (N) <br />12" INV OUT=930.50 (W) <br />2 <br />4 <br />7 <br /> <br />L <br />F <br /> <br />O <br />F <br /> <br />1 <br />8 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />1 <br />7 <br />% <br />CBMH-201 <br />RIM=933.26 <br />12" INV OUT=930.00 (N) <br />9 <br />9 <br /> <br />L <br />F <br /> <br />O <br />F <br /> <br />1 <br />2 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />1 <br />% <br />CBMH-205 <br />RIM=933.83 <br />12" INV IN=929.30 (S) <br />12" INV OUT=929.30 (N) <br />6 <br />6 <br /> <br />L <br />F <br /> <br />O <br />F <br /> <br />1 <br />2 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />0 <br />% <br />STMH-201 <br />RIM=935.18 <br />12" INV IN=928.84 (S) <br />12" INV OUT=928.84 (W)53 LF OF 12" RCP @ 0.70% <br />CBMH-206 <br />RIM=933.66 <br />12" INV IN=928.47 (E) <br />6" INV IN=928.97 (SW) <br />12" INV OUT=928.47 (W) <br />103 LF OF 1 <br />2 <br />" <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />0 <br />% <br />37 LF OF 15" RCP @ <br /> <br />0 <br />. <br />6 <br />7 <br />% <br />CBMH-207 <br />RIM=932.29 <br />15" INV IN=928.00 (W) <br />15" INV OUT=928.00 (E) <br />59 LF OF 15 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />6 <br />7 <br />% <br />CBMH-203 <br />RIM=931.86 <br />12" INV IN=928.39 (S) <br />15" INV OUT=928.39 (E) <br />148 LF OF 12" RCP @ 0.67% <br />24 LF OF 6" PVC @ 1.57% <br />39 LF OF 6" PVC @ 2.00% <br />50 LF OF 6" PVC @ 1.00% <br />CLEANOUT 8 <br />6" INV IN=930.88 (E) <br />6" INV IN=930.88 (W) <br />6" INV OUT=930.88 (S) <br />CLEANOUT 7 <br />6" INV IN=931.65 (N) <br />6" INV OUT=931.65 (W) <br />21 LF OF 6" PVC @ 2.00% <br />CLEANOUT 6 <br />6" INV OUT=932.07 (S) <br />CLEANOUT 5 <br />6" INV OUT=931.94 (N) <br />91 LF OF 6" PVC @ 2.00% <br />CLEANOUT 4 <br />6" INV IN=930.11 (S) <br />6" INV OUT=930.11 (W) <br />41 LF OF 6" PVC @ 2.00% <br />CLEANOUT 3 <br />6" INV IN=929.28 (E) <br />6" INV IN=929.28 (W) <br />6" INV OUT=929.28 (NE) <br />75 LF OF 6" PVC @ 2.00% <br />CLEANOUT 2 <br />6" INV IN=930.79 (S) <br />6" INV OUT=930.79 (E) <br />54 <br /> <br />L <br />F <br /> <br />O <br />F <br /> <br />6 <br />" <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />CLEANOUT 1 <br />6" INV OUT=931.86 (N) <br />CLEANOUT 10 <br />6" INV OUT=931.86 (S) <br />48 <br /> <br />L <br />F <br /> <br />O <br />F <br /> <br />6 <br />" <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />1 <br />. <br />0 <br />0 <br />% <br />CLEANOUT 9 <br />6" INV IN=931.38 (N) <br />6" INV OUT=931.38 (E) <br />12 LF OF 6" PVC @ 2.64% <br />►► <br />►► <br />►► <br />►► <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />11 <br />EX CBMH-114 <br />EX. RIM=932.00 <br />REPLACE CASTING TO R-1642 <br /> ADJUST RIM TO 933.42 <br />PR. 15" INV IN=927.75 (W) <br />PR. 12" INV IN=927.75 (E) <br />EX. 24" INV OUT=927.75 (N) <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 />5 <br />0 <br />1 <br /> <br />S <br />T <br />O <br />R <br />M <br /> <br />S <br />E <br />W <br />E <br />R <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 />5 <br />: <br />3 <br />1 <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 />( 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 />C-501 <br />STORM SEWER PLAN <br />LOT LINE <br />EASEMENT LINE <br />SETBACK LINE <br />RIGHT OF WAY LINE <br />SECTION LINE <br />QUARTER LINE <br />EXISTING EASEMENT LINE <br />EXISTING PROPERTY LINE <br />PROPERTY BOUNDARY <br />LEGEND <br />EXISTING SANITARY MANHOLE <br />EXISTING STORM SEWER INLET <br />►►►►STORM SEWER <br />►►SANITARY SEWER <br />I I WATERMAIN <br />STORM CATCH BASIN <br />EXISTING STORM SEWER <br />EXISTING SANITARY SEWER <br />EXISTING WATERMAIN <br />STORM MANHOLE <br />STORM CLEANOUT <br />4" PERFORATED DRAIN TILE <br />1.6" PVC DOWNSPOUT DRAINS. VERIFY INVERTS AND LOCATIONS <br />WITH ARCHITECTURAL PLANS. <br />KEYNOTES #
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