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►►►►►►►► <br />T <br />P <br />TP <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 />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 />►► <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 />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 />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 />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 />►► <br />CURB FACE TO TIE INTO EXISTING <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 />2 <br />9 <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 />1 inch = 80 ft. <br />0 80 16080 <br />C-101 <br />GRADING AND DRAINAGE - <br />OVERALL <br />1.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT <br />MINNESOTA POLLUTION CONTROL AGENCY (MPCA) BEST MANAGEMENT <br />PRACTICES (BMP) TO CONTROL SITE SILTATION AND EROSION INTO <br />DRAINAGE WAYS. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS <br />AND COMPLETION DATES RELATIVE TO ALL PERMITS ISSUED FOR THE <br />WORK TO BE COMPLETED. THE ENGINEER MAY ISSUE A STOP WORK ORDER <br />FOR ALL DEVELOPMENT WORK AND BUILDING CONSTRUCTION FOR <br />NONCOMPLIANCE WITH THESE MEASURES. <br />2.SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES <br />SHALL BE IN PLACE AND APPROVED BY ENGINEER PRIOR TO ANY <br />REMOVALS, EXCAVATION OR CONSTRUCTION AND SHALL BE MAINTAINED <br />UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND <br />APPROVED BY THE ENGINEER. <br />3.DEWATERING. EACH EXCAVATION SHALL BE KEPT DRY DURING THE COURSE <br />OF ALL WORK HEREIN, INCLUDING SUBGRADE CORRECTION, PIPE <br />INSTALLATION, STRUCTURE CONSTRUCTION AND BACKFILLING, TO THE <br />EXTENT THAT NO DAMAGE FROM HYDROSTATIC PRESSURE, FLOATATION <br />OR OTHER DAMAGE RESULTS. ALL EXCAVATIONS SHALL BE DEWATERED TO <br />A DEPTH OF AT LEAST 3 INCHES BELOW THE BOTTOM OF THE CONCRETE <br />SLAB OR PIPE TO BE INSTALLED THEREIN. THE CONTRACTOR MAY USE ANY <br />METHOD OR COMBINATION OF METHODS FOR DEWATERING HE CHOOSES; <br />HOWEVER, ALL DEWATERING METHODS AND EQUIPMENT WHICH IN THE <br />OPINION OF THE ENGINEER, ARE INEFFECTIVE SHALL BE ABANDONED, <br />IMPROVED, REPLACED OR THERWISE ALTERED TO OBTAIN EFFECTIVE <br />DEWATERING. THE CONTRACTOR SHALL PROVIDE ALL POWER, PUMPS, <br />MATERIALS AND APPARATUS NECESSARY, AND SHALL BE RESPONSIBLE <br />FOR DISPOSING OF THE WATER PUMPED FROM THE EXCAVATION IN A <br />MANNER WHICH WILL NOT INTERFERE WITH OTHER WORK WITHIN THE AREA <br />AND NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY. THE CONTRACTOR <br />WILL BE HELD RESPONSIBLE FOR THE CONDITION OF ANY PIPE, CONDUIT, <br />DITCH, CHANNEL OR NATURAL WATERCOURSE UTILIZED FOR DRAINAGE <br />PURPOSES, AND ALL EROSION, SEDIMENT OR OTHER ADVERSE RESULTS OF <br />THEIR USE SHALL BE REPAIRED. <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 />11.CONTRACTOR TO PROVIDE SOIL CORRECTIONS BELOW THE <br />FOOTPRINT OF THE SURFACE INFILTRATION BASIN. SOIL <br />CORRECTION SHALL BE PROVIDED TO A DEPTH OF 5 FEET <br />BELOW THE FINISHED GRADE OF THE INFILTRATION BASIN. <br />CORRECTION SHALL REMOVE SOILS THAT PROHIBIT <br />INFILTRATION, WHICH INCLUDES ALL SOIL TYPES THAT ARE NOT <br />SP CLASSIFIED UNIFORM SANDS OR SP-SM CLASSIFIED SILTY <br />SANDS OR SM SILTY SANDS, AND PROVIDE A CLEAN SAND IN <br />ACCORDANCE WITH MNDOT 3149.2B MODIFIED SO THAT NO <br />MORE THAN 5% PASSES THE NO. 200 SIEVE AND NO MORE THAN <br />50 PERCENT PASSING THE #40 SIEVE, IMPORTED TO THE SITE <br />AND COMPACTED IN PLACE. SOILS SHALL BE CORRECTED TO A <br />MAXIMUM DEPTH OF 5 FEET BELOW THE FINISHED GRADE OF <br />THE INFILTRATION BASIN WHICH CORRESPONDS TO AN <br />ELEVATION OF 920' BELOW THE BASIN BOTTOM, WITH <br />ELEVATIONS BELOW THE SIDE SLOPES BEING VARIABLE. <br />12.ON SITE SANDY SOIL MAY BE MINED AND USED FOR SOIL <br />CORRECTION IF TESTED AND APPROVED BY OWNER'S <br />GEOTECHNICAL REPRESENTATIVE. <br />13.OWNER'S GEOTECHNICAL REPRESENTATIVE SHALL BE <br />PRESENT ON SITE AT TIME OF CORRECTION. CONTACT A <br />MINIMUM OF 2 BUSINESS DAYS PRIOR TO COMMENCING <br />CORRECTION ACTIVITIES. <br />14.FOR PLANTING AREAS (12 INCH UNCOMPACTED DEPTH), <br />INCORPORATE 3 INCHES OF COMPOST INTO THE TOP 5 INCHES <br />OF COMPACTED SOIL TO CREATE A TOPSOIL LAYER WITH A <br />MINIMUM DEPTH OF 8 INCHES. SOILS BELOW THE TOP SOIL <br />LAYER SHALL BE SCARIFIED TO AT LEAST 4 INCHES. <br />15.FOR TURF AREA (12 INCH UNCOMPACTED DEPTH), <br />INCORPORATE 1.75 INCHES OF COMPOST INTO THE TOP 6.25 <br />INCHES OF COMPACTED SOIL TO CREATE A TOPSOIL LAYER <br />WITH A MINIMUM DEPTH OF 8 INCHES. SOILS BELOW THE TOP <br />SOIL LAYER SHALL BE SCARIFIED TO AT LEAST 4 INCHES. <br />CITY STANDARD GRADING NOTES