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T <br />P <br />TP <br />C.S.A.H. NO. 14 <br />(STILLWATER BOULEVARD N) <br />(M <br />A <br />N <br />N <br />I <br />N <br />G <br /> <br /> <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br /> <br /> <br />N <br />) <br />(S <br />T <br />I <br />L <br />L <br />W <br />A <br />T <br />E <br />R <br />BO <br />U <br />L <br />E <br />V <br />A <br />R <br />D <br /> <br />N <br />) <br />STILL <br />W <br />A <br />T <br />E <br />R <br />EB <br />EB <br />C. <br />S <br />. <br />A <br />. <br />H <br />. <br /> <br />N <br />O <br />. <br /> <br />1 <br />5 <br />WAY N <br />O <br />R <br />T <br />H <br />(F.K. <br />A <br />. <br /> <br />S <br />T <br />A <br />T <br />E <br /> <br />H <br />W <br />Y <br />. <br /> <br />N <br />O <br />. <br /> <br />5 <br />) <br />TP <br />PROPOSED OFFICE BUILDING 2 <br />AREA: 9,250 SF <br />GROSS AREA 18,500 <br />FFE: 935.00 <br />PROPOSED WET POND <br />FOR IRRIGATION REUSE <br />AREA: 1.03 ACRES <br />BOTTOM: 916.0 <br />NWL: 926.0 <br />HWL: 931.3 <br />EOF: 932.75 <br />PROPOSED OFFICE BUILDING 1 <br />AREA: 10,200 SF <br />GROSS AREA 20,400 <br />FFE: 935.00 <br />TOTAL ROW AREA: 3.87 ACRES <br />OUTLOT AREA C: 1.54 ACRES COMMERCIAL AREA LOT 2: 1.64 ACRES <br />COMMERCIAL AREA LOT 3: 1.82 <br />ACRES <br />COMMERCIAL AREA LOT 4: 1.90 ACRES <br />OUTLOT AREA A: 0.82 ACRES <br />OUTLOT E: 2.35 ACRES <br />OUTLOT AREA B: 1.21 ACRES <br />COMMERCIAL LOT 1: 1.64 ACRES <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />R <br />E <br />T <br />A <br />I <br />L <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />AR <br />E <br />A <br />: <br /> <br />1 <br />2 <br />, <br />0 <br />0 <br />0 <br /> <br />S <br />F <br />FF <br />E <br />: <br /> <br />9 <br />3 <br />8 <br />. <br />0 <br />0 <br />OUTLOT D: 6.31 ACRES <br />PROPOSED INFILTRATION <br />BASIN W/ FOREBAY <br />AREA: 1.11 ACRES <br />BOTTOM: 925.0 <br />NWL: 925.0 <br />HWL: 930.2 <br />EOF: 931.0 <br />(HOA OWNED) <br />(HOA OWNED) <br />(HOA OWNED) <br />(HOA OWNED) <br />(HOA OWNED) <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 I I I I I <br />I <br />►►► <br />► <br />I <br />I <br />I <br />I <br />I <br />II <br />► <br />►►►►► <br />► <br />► <br />► <br />► <br />► <br />► <br />I <br />► <br />► <br />► <br />► <br />► <br />I <br />I <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 />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 />I <br />I <br />I <br />I <br />I <br />930 <br />93 <br />5 <br />926 <br />927 <br />928 <br />929 <br />93 <br />1 <br />932 <br />9 <br />3 <br />3 <br />9 <br />3 <br />4 <br />936 <br />937 <br />938 <br />938 <br />930 <br />935 <br />9 <br />2 <br />9 <br />931 <br />93 <br />2 <br />933 <br />934 <br />930 <br />927 <br />928 <br />929 <br />931 <br />932 <br />93 <br />3 <br />93 <br />3 <br />933 <br />935935 <br />9 <br />3 <br />5 <br />93 <br />5 <br />931 <br />931 <br />932 <br />932 <br />9 <br />3 <br />2 <br />9 <br />3 <br />3 <br />933 <br />933 <br />934 934 <br />9 <br />3 <br />4 <br />0+ <br />0 <br />0 <br />1+ <br />0 <br />0 <br />2+ <br />0 <br />0 <br />3+ <br />0 <br />0 <br />4+ <br />0 <br />0 <br />5+ <br />0 <br />0 <br />6+ <br />0 <br />0 <br />7 <br />+ <br />0 <br />0 <br />8 <br />+ <br />0 <br />0 <br />8 <br />+ <br />2 <br />3 <br />0+00 1+00 2+00 3+00 4+00 5+00 <br />6+0 <br />0 <br />7+ <br />0 <br />0 <br />8+ <br />0 <br />0 <br />9+ <br />0 <br />0 <br />10 <br />+ <br />0 <br />0 <br />11 <br />+ <br />0 <br />0 <br />1 <br />2 <br />+ <br />0 <br />0 <br />1 <br />3 <br />+ <br />0 <br />0 <br />1 <br />4 <br />+ <br />0 <br />0 <br />1 <br />4 <br />+ <br />5 <br />5 <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 <br />10+0 <br />0 <br />11+0 <br />0 <br />12+0 <br />0 <br />13+ <br />0 <br />0 <br />14+ <br />0 <br />0 <br />14+ <br />3 <br />8 <br />935 <br />934934 <br />936 <br />935 <br />933933934 <br />934934 <br />936937937 <br />9 <br />3 <br />5 <br />9 <br />3 <br />5 <br />9 <br />3 <br />6 <br />9 <br />3 <br />6 <br />9 <br />3 <br />7 <br />9 <br />3 <br />7 <br />9 <br />3 <br />8 <br />9 <br />3 <br />8 <br />9 <br />3 <br />8 <br />939 <br />0+ <br />8 <br />6 <br />1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 <br />9+00 9+30 <br />12" CAP FOR FUTURE <br />CONNECTION <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />6+56 <br />0+00 <br />1+0 <br />0 <br />2+0 <br />0 <br />2+4 <br />2 <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 />12" CAP FOR FUTURE <br />CONNECTION <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 />3 <br />8 <br />0 <br />6 <br />1 <br />4 <br />0 <br />\ <br />L <br />D <br />e <br />v <br />\ <br />5 <br />_ <br />D <br />E <br />S <br />I <br />G <br />N <br />\ <br />1 <br />_ <br />C <br />A <br />D <br />\ <br />3 <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 />d <br />w <br />g <br /> 3/ <br />2 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> GR <br />U <br />N <br />K <br />L <br />E <br />E <br />, <br /> <br />S <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 />3/ <br />2 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />9 <br />: <br />2 <br />9 <br />: <br />3 <br />1 <br /> <br />A <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 />CERTIFICATION: <br />NOT <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />1 CARLSON PKWY N <br />PLYMOUTH, MN 55447 <br />PHONE: 763-479-4200 <br />WWW.STANTEC.COM <br />BR <br />I <br />D <br />G <br />E <br />W <br />A <br />T <br />E <br />R <br /> <br />V <br />I <br />L <br />L <br />A <br />G <br />E <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br /> <br />M <br />I <br />N <br />N <br />E <br />S <br />O <br />T <br />A <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 />193806140 <br />SAG MJS JRA <br />03/18/2024 <br />2 <br />0 <br />08 <br />/ <br />1 <br />8 <br />/ <br />2 <br />0 <br />2 <br />3 <br />30 <br />% <br /> <br />S <br />E <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> <br />P <br />R <br />I <br />C <br />I <br />N <br />G <br />1 <br />09 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />3 <br />60 <br />% <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />F <br />O <br />R <br /> <br />C <br />I <br />T <br />Y <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2 <br />03 <br />/ <br />1 <br />8 <br />/ <br />2 <br />0 <br />2 <br />4 <br />90 <br />% <br /> <br />C <br />I <br />T <br />Y <br /> <br />R <br />E <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <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 FOR <br />THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT 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 />CALL BEFORE YOU DIG <br />C-401 <br />STORM SEWER PLAN - <br />OVERALL <br />SE <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C- <br />4 <br />0 <br />3 <br />STANTEC NOTES <br />1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. <br />2.CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND <br />INSTALLING CATCH BASINS SO THAT THE INLET FRAME AND <br />GRATE PROPERLY ALIGN WITH CURB AND GUTTER. <br />CITY STANDARD STORM SEWER <br />NOTES <br />1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED <br />IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD <br />SPECIFICATIONS AND DETAILS. <br />2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM <br />WITH THE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED <br />CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS <br />SPECIFIED HEREIN. <br />3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS <br />SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477. <br />4.A 1 ’ —0” TO 1 ’ —6” MANHOLE SECTION SHALL BE INSTALLED <br />UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT <br />WHENEVER POSSIBLE. <br />5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND <br />GROOVE WITH RUBBER ”0” RING JOINTS PROVIDED ON ALL <br />STORM SEWER MANHOLES. A BITUMASTIC SEAL STRIP SHALL BE <br />PLACED AT ALL MANHOLE RISER JOINTS <br />6.RIP-RAP SHALL BE HAND-PLACED OVER GEOTEXTILE FABRIC AND <br />CONFORM TO MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIED <br />HEREIN. <br />7.THE GEOTEXTILE FABRIC USED UNDER RIP-RAP SHALL EXTEND 3 <br />FT UNDER THE APRON. <br />8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END <br />SECTIONS. <br />9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP-RAP AT THE END <br />OF THE PROJECT. <br />10.STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARE <br />TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. <br />11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED AND <br />TELEVISED PRIOR TO SUBSTANTIAL COMPLETION - SEE <br />SPECIFICATION SECTION 1700 - CLOSEOUT REQUIREMENTS <br />( IN FEET ) <br />GRAPHIC SCALE <br />1 inch = 80 ft. <br />0 80 16080