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EXISTING <br />BUILDING <br />8 8 8 8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />FFE - 1018.0 <br />GFE-1007.5 <br />x1017.5 <br />x1017.5 <br />HCHC <br />FFE - 1018.0 <br />GFE-1007.5 <br />x1017.5 <br />x1017.5 <br />x1017.5 <br />x1017.5 <br />x1017.5 <br />x <br />1017.5 <br />x <br />1007.5 <br />x1007.5 <br />x <br />x <br />1009.75 <br />1008.6 <br />x1018.0 <br />x <br />1017.5 <br />x <br />x <br />x1000.6x <br />x1015.5x1010.0 x <br />1013.5 <br />x1008.4 <br />x <br />1012.0 <br />x <br />1010.5 <br />x <br />x1016.5 <br />xx <br />x1016.5 <br />x1018.0 x <br />1017.25 TW <br />1017.0 GW <br />x <br />x <br />x1010.05 <br />x1016.5 <br />x1016.95 <br />x1016.25 x1017.0x1017.0 <br />x <br />1018.25 TW <br />1018.0 GWx1017.5 <br />x <br />1016.5 <br />x <br />x1018.0 <br />x1011.25 <br />x <br />1016.1 <br />x <br />1014.1 <br />x1017.6 <br />x <br />1018.0 <br />x <br />1018.2 x <br />1017.85 <br />x1015.9 <br />x1016.5 <br />x1015.45 <br />x1014.95 <br />x1016.7 <br />x <br />1014.1 <br />x1014.2 <br />x1018.0 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />x1016.5 <br />8 <br />8 <br />x1016.5 <br />8 8 8 8 <br />x1017.0 <br />EOF <br />x1017.0 <br />x1017.85 <br />x1017.75 <br />x1016.88 TC <br />x <br />1007.5 <br />x1007.6 <br />x1008.1 <br />10 <br />09 <br />11 <br />12 <br />13 <br />14 <br />15 <br />17 <br />18 <br />16 <br />x <br />1018.0 TW <br />1017.1 GW <br />x1016.5 <br />1018.5 TW <br />1017.1 GW <br />1017.75 TW <br />1017.5 GW <br />1017.25 TW <br />1017.0 GW <br />x <br />1017.25 TW <br />1012.0 GW <br />1017.75 TW <br />1017.5 GW <br />1009.5 TW <br />1001.8 GW <br />1009.0 TW <br />1000.6 GW <br />1009.0 TW <br />1005.0 GW <br />1005.0 TW <br />1000.6 GW <br />1017.5 TW <br />1009.5 GW <br />1010.5 TW <br />1010.3 GW <br />1009.25 TW <br />1009.0 GW <br />1007.25 TW <br />1007.0 GW <br />1017.5 TW <br />1008.5 GW <br />1017.25 TW <br />1017.0 GW <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 8 8 8 8 8 8 8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 8 8 <br />MATCH EXISTING PAVEMENT GRADE <br />N <br />SCALE IN FEET <br />0 20 40 <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 />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />0 <br />6 <br /> <br />/ <br />0 <br />9 <br /> <br />/ <br /> <br />2 <br />0 <br />2 <br />1 <br /> <br /> <br /> <br />1 <br />: <br />3 <br />7 <br /> <br />P <br />M <br />W: <br />\ <br />2 <br />0 <br />1 <br />9 <br />\ <br />1 <br />9 <br />7 <br />6 <br />7 <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 />3 <br />- <br />1 <br /> <br />G <br />r <br />a <br />d <br />i <br />n <br />g <br /> <br />& <br /> <br />D <br />r <br />a <br />i <br />n <br />a <br />g <br />e <br /> <br />P <br />l <br />a <br />n <br />OUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />EAGLE RIDGE <br />ORONO, MINNESOTA <br />CBS MN PROPERTIES, <br />LLC <br />PO BOX 575 <br />LONG LAKE, MN 55356 <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 />Jeffrey A. Shopek - PE <br />19624 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.19767 <br />JAS <br />TRG <br />VMA <br />06-14-21 <br />06-14-21 <br />C1-1 EXISTING CONDITIONS PLAN <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING & DRAINAGE PLAN <br />C3-2 SWPP PLAN <br />C3-3 SWPP NOTES & DETAILS <br />C4-1 UTILITY PLAN <br />C8-1 DETAIL SHEETS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />05-19-21 CITY SUBMITTAL <br />06-14-21 CITY COMMENTS <br />GRADING & <br />DRAINAGE <br />PLAN <br />C3-1 <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT <br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, <br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />TOLL FREE: 1-800-252-1166 <br />TWIN CITY AREA: 651-454-0002 <br />Gopher State One Call <br />CALL BEFORE YOU DIG! <br />SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. <br />EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE <br />SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT <br />PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE <br />PLANS. <br />ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE-UNLESS NOTED OTHERWISE. <br />1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, <br />OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS <br />IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT <br />SUMPED ELEVATIONS. <br />3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL <br />AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR <br />UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. <br />4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF <br />WALL), "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED <br />WALL COURSES). <br />5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.16.61753.100), <br />DATED 12/08/16 AS PREPARED BY NORTHERN TECHNOLOGIES INC. FOR AN EXISTING SUBSURFACE <br />SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. <br />6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND <br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR <br />SWEEPING SCHEDULE MUST BE ESTABLISHED. <br />7. DUST MUST BE ADEQUATELY CONTROLLED. <br />8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. <br />9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. <br />10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. <br />11. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE <br />STREETS NEED TO BE SWEPT. <br />12. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND <br />APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES <br />PERMIT FROM THE MPCA. <br />13. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING <br />ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY <br />BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS <br />THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. <br />14. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA <br />TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME <br />REQUIRED. <br />15. GRADES SHOWN ARE FINISHED GRADES. <br />16. FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. <br />17. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR <br />DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE <br />UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% <br />STANDARD PROCTOR DENSITY. <br />18.WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS <br />REQUIRED FOR SATURDAY WORK. <br />19. THE CONTRACTOR MUST HAVE A CITY LICENSE. <br />20. A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW. <br />21. TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX <br />GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE <br />MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. <br />22. STRUCTURAL RETAINING WALL, FENCING AND HANDRAIL DESIGN BY OTHERS. REFER TO <br />ARCHITECTURAL PLANS. <br />23. REGIONAL POND AND STORM SEWER EAST OF THE SITE MUST BE REVIEWED BY THE CITY AND <br />CONTRACTOR PRIOR TO ANY WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR <br />TO ANY WORK, AND ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />REMOVING ANY SEDIMENT ADDED TO THE POND OR SEWER DUE TO SITE CONSTRUCTION. CITY <br />TO BE GIVEN 48 HOURS NOTICE BEFORE REVIEW IS WANTED. <br />24. RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. <br />GRADING & DRAINAGE NOTES <br />GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS