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► <br />32 <br />' <br />22' <br />6' <br />6' <br />6' <br />8' <br />8' <br />8' <br />2 <br />2 <br />' <br />2 <br />2 <br />' <br />32' <br />22 <br />' <br />22 <br />' <br />41' <br />6' <br />9 <br />3 <br />0 <br />9 <br />3 <br />0 <br />930 <br />93 <br />5 <br />927 <br />928 <br />929 <br />931 <br />9 <br />3 <br />2 <br />9 <br />3 <br />2 <br />9 <br />3 <br />3 <br />9 <br />3 <br />3 <br />9 <br />3 <br />4 <br />9 <br />3 <br />6 <br />930 <br />930 <br />935 <br />935 <br />929 <br />92 <br />9 <br />931 <br />93 <br />1 <br />932 <br />9 <br />3 <br />2 <br />933 <br />933 <br />93 <br />4 <br />934 <br />T <br />P <br />C.S.A.H. NO. 14 <br />STILLWATER <br />EB <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 />►► <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 />3 <br />93 <br />4 <br />9 <br />3 <br />4 <br />934 <br />933 <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 <br />OUTLOT E: 2.35 ACRES <br />COMMERCIAL LOT 1: 1.64 ACRES <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 />8' <br />930 <br />930 <br />929 <br />931 <br />931 <br />932 <br />932 <br />933 <br />933 <br />934 <br />934 <br />930 <br />929 <br />929 <br />929 <br />931 <br />932 <br />93 <br />2 <br />93 <br />3 <br />►►►►►►►►►► <br />►► <br />►►►►►► <br />►► <br />►►►►►► <br />0+ <br />8 <br />6 <br />1+00 2+00 3+00 4+00 <br />0+00 1+00 2+00 3+00 <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 />1.1 <br />1.3 <br />1.3 <br />1.3 <br />1.3 <br />1.4 <br />1.4 <br />1.5 <br />1.6 <br />1.5 <br />1.6 <br />1.5 <br />1.6 <br />1.7 <br />1.1 <br />1.3 <br />1.4 1.2 <br />1.3 <br />1.2 <br />1.13 <br />1.12 <br />1.5 <br />1.5 <br />1.5 <br />1.6 <br />1.6 <br />1.6 <br />1.5 <br />1.8 <br />1.7 <br />1.7 <br />1.7 <br />1.5 <br />1.11 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.12 <br />1.13 <br />1.13 <br />1.13 <br />1.15 <br />1.15 <br />1.4 <br />►►►►►► <br />1.9 <br />1.9 <br />1.13 <br />1.13 <br />1.13 <br />1.2 <br />1.2 <br />1.2 <br />EOF:931.00 <br />R2 <br />0 <br />' <br />R20' <br />R <br />2 <br />5 <br />' <br />R25 <br />' <br />R20' <br />R2 <br />0 <br />' <br />R20 <br />' <br />R2 <br />0 <br />' <br />R20 <br />' <br />R20' <br />R20' <br />R20 <br />' <br />R25 <br />' <br />R25' <br />R <br />5 <br />0 <br />' <br />R50' <br />930 <br />93 <br />3 <br />93 <br />3 <br />93 <br />4 <br />9 <br />3 <br />4 <br />93 <br />3 <br />93 <br />2 <br />933 <br />933 <br />932 <br />9 <br />3 <br />1 <br />9 <br />3 <br />1 <br />935 <br />934 <br />935 <br />936 <br />936 <br />937 <br />937 <br />1.9 <br />9 <br />3 <br />0 <br />9 <br />3 <br />1 <br />92 <br />9 <br />92 <br />8 <br />92 <br />7 <br />92 <br />6 <br />92 <br />5 <br />925926927928929930 931 <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 />3 <br />0 <br />1 <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <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 />1 <br />1 <br />: <br />4 <br />2 <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 />( IN FEET ) <br />GRAPHIC SCALE <br />0 <br />1 inch = 50 ft. <br />50 10050 <br />C-102 <br />GRADING AND DRAINAGE - <br />WEST <br />STANTEC NOTES <br />1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. <br />2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE <br />NOTED <br />3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY. <br />EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS. <br />COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATED <br />CONSTRUCTION DOCUMENTS/DRAWINGS <br />4.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIME <br />THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR <br />IS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAM <br />WATERS FROM CONSTRUCTION RUNOFF. <br />5.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE <br />USED FOR TREE PROTECTION. <br />6.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TO <br />THE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE. <br />7.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE <br />8.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL <br />SLOPES 4:1 OR STEEPER, UPON COMPLETION OF GRADING. <br />9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON <br />POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE <br />FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION <br />OF IMPROVEMENTS AND FOR MAKING NECESSARY <br />ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TO <br />ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS. <br />CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY <br />FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR <br />REWORK OF ANY UNCOMMUNICATED DISCREPANCIES. <br />10.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND <br />ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN <br />THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO <br />FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT <br />PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO <br />NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT <br />BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER <br />AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED <br />CHANGE ORDER. <br />KEYNOTES # <br />SE <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C- <br />1 <br />0 <br />3 <br />1.SITE PLAN <br />1.1.MATCH EXISTING <br />1.2.CONCRETE SIDEWALK - SEE DETAIL 510/C-803 <br />1.3.BITUMINOUS PAVEMENT - SEE TYPICAL SECTION ON <br />SHEETS G-005 TO G-006 <br />1.4.B618 CURB AND GUTTER - SEE DETAIL 501A/C-802 <br />1.5.DRAINAGE & UTILITY EASEMENT <br />1.6.PARKING/LANDSCAPE SETBACK <br />1.7.BUILDING SETBACK <br />1.8.PROPOSED BUILDING PAD <br />1.9.CURB CUT <br />1.10.PROPOSED WET POND <br />1.11.INFILTRATION BASIN <br />1.12.PROPOSED LOT LINES <br />1.13.BITUMINOUS TRAIL - SEE DETAIL 509/C-803 <br />1.14.MONUMENT SIGN - SEE ARCH/STRUC PLANS <br />1.15.WIDE REVEAL FRAME AND GRATE SYSTEM - SEE DETAIL <br />Z723/C-805 <br />MINOR CONTOUR 901 <br />MAJOR CONTOUR 900 <br />GRADING LIMITS <br />CONSTRUCTION LIMITS <br />SPOT ELEVATION <br />SURFACE GRADE & FLOW DIRECTION <br />SURFACE SLOPE (H:V) & FLOW DIRECTION 3.0:1 <br />1.00% <br />GRADING / TOPOGRAPHY LEGEND <br />DESCRIPTION PROPOSEDEXISTING <br />9XX.XX <br />DITCH