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LOUCKS <br />W: <br />\ <br />2 <br />0 <br />1 <br />4 <br />\ <br />1 <br />4 <br />4 <br />0 <br />2 <br />\ <br />C <br />A <br />D <br />D <br /> <br />D <br />A <br />T <br />A <br />\ <br />C <br />I <br />V <br />I <br />L <br />\ <br />_ <br />d <br />w <br />g <br /> <br />S <br />h <br />e <br />e <br />t <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />C <br />1 <br />4 <br />4 <br />0 <br />2 <br /> <br />3 <br />- <br />2 <br />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />1 <br />0 <br /> <br />/ <br />1 <br />9 <br /> <br />/ <br /> <br />2 <br />0 <br />1 <br />6 <br /> <br /> <br /> <br />1 <br />0 <br />: <br />4 <br />5 <br /> <br />A <br />M <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />SUBMITTAL/REVISIONS <br />PROFESSIONAL SIGNATURE <br />QUALITY CONTROL <br />CADD files prepared by the Consultant for this project are <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of this project by others without written approval by the <br />Consultant. With the Consultant's approval, others may be <br />permitted to obtain copies of the CADD drawing files for <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />CADD QUALIFICATION <br />ARDEN <br />CROSSINGS <br />ARDEN HILLS, MN <br />BREMER BANK <br />BREMER BANK, <br />NATIONAL ASSOCIATION <br />8555 EAGLE POINT BLVD <br />LAKE ELMO, MN 55042 <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Vicki J. Van Dell - PE <br />41352 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.14402.0A <br />VJV <br />WBS <br />VJV <br />10/19/16 <br />10/03/16 Preliminary City Submittal <br />10/19/16 Revised City Submittal <br />C0-1 COVER SHEET <br />C1-1 EXISTING CONDITIONS <br />C1-2 PRELIMINARY PLAT <br />C1-3 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING & DRAINAGE PLAN <br />C3-2 EROSION CONTROL PLAN <br />C4-1 UTILITY PLAN <br />C8-1 CIVIL DETAILS <br />L1-1 TREE INVENTORY PLAN <br />L1-2 TREE PRESERVATION PLAN <br />L2-1, 2 LANDSCAPE PLAN & DETAILS <br />P1-1 PHOTOMETRIC PLAN <br />N <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING <br />UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR <br />SERVICE AND / OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 <br />HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, <br />PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE <br />CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO THE OWNER. <br />WARNING <br />SILT <br />FENCE (TYP) <br />EROSION <br />CONTROL <br />PLAN <br />C3-2 <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF <br />BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH <br />BASINS IN GUTTERS SHALL BE SUMPED 0.17 FEET. <br />3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT <br />EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL <br />TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. <br />4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES OF TOP SOIL AND <br />SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR <br />UNTIL VEGETATION IS ESTABLISHED. <br />5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF <br />WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS <br />SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). <br />6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. ________), <br />DATED ____________ AS PREPARED BY ________________FOR AN EXISTING SUBSURFACE SITE <br />CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. <br />7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND <br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE <br />MUST BE ESTABLISHED. <br />8. DUST MUST BE ADEQUATELY CONTROLLED. <br />9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. <br />10. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. <br />11. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. <br />SITE PLAN LEGEND <br />SILT FENCE <br />INLET PROTECTION <br />SILT <br />FENCE (TYP)ROCK ENTRANCE PAD <br />ROCK ENTRANCE PAD <br />INLET PROTECTION <br />(TYP)