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<br />Resolution No. 7207
<br />a
<br />GRADING & DRAINAGE NOTES
<br />SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION.
<br />EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE
<br />1017.25 TW1018.0 TW SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT
<br />1017.0 GW 1017.1 GW 1018.5 TW PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE
<br />1017.1 GW PLANS.
<br />ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE -UNLESS NOTED OTHERWISE.
<br />1017.75 TW
<br />1017.5 GW
<br />016.5
<br />1017.25 TW
<br />1017.0 GW
<br />1017.75 TW
<br />1017.5 GW
<br />1017.25 TW
<br />1012.0 GW
<br />C
<br />50TW
<br />000.6 GW
<br />a�
<br />d .',e
<br />GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS
<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 TOPSOIL
<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 />CALL BEFORE YOU DIG!
<br />Gopher State One Call
<br />1/ TWIN CITY AREA: 651-454-0002
<br />'N TOLL FREE: 1-800-252-1166
<br />\A/A UAI IAI/-.
<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 />-N-
<br />0 20 40
<br />SCALE IN FEET
<br />.. LOUCKS
<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 />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 />05-19-21 CITY SUBMITTAL
<br />06-14-21 CITY COMMENTS
<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 />License No. 19624
<br />Date 06-14-21
<br />Loucks Project No.
<br />19767
<br />VV
<br />JAS
<br />V
<br />TRG
<br />Checked By
<br />V
<br />Review Date
<br />V
<br />C4-1
<br />UTILITY PLAN
<br />V
<br />DETAIL SHEETS
<br />1_1-1
<br />LANDSCAPE PLAN
<br />L2-1
<br />LANDSCAPE DETAILS
<br />50TW
<br />000.6 GW
<br />a�
<br />d .',e
<br />GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS
<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 TOPSOIL
<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 />CALL BEFORE YOU DIG!
<br />Gopher State One Call
<br />1/ TWIN CITY AREA: 651-454-0002
<br />'N TOLL FREE: 1-800-252-1166
<br />\A/A UAI IAI/-.
<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 />-N-
<br />0 20 40
<br />SCALE IN FEET
<br />.. LOUCKS
<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 />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 />05-19-21 CITY SUBMITTAL
<br />06-14-21 CITY COMMENTS
<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 />License No. 19624
<br />Date 06-14-21
<br />Loucks Project No.
<br />19767
<br />Project Lead
<br />JAS
<br />Drawn By
<br />TRG
<br />Checked By
<br />VMA
<br />Review Date
<br />06-14-21
<br />C1-1 EXISTING CONDITIONS PLAN
<br />C1-2
<br />DEMOLITION PLAN
<br />C2-1
<br />SITE PLAN
<br />C3-1
<br />GRADING & DRAINAGE PLAN
<br />C3-2
<br />SWPP PLAN
<br />C3-3
<br />SWPP NOTES & DETAILS
<br />C4-1
<br />UTILITY PLAN
<br />C8-1
<br />DETAIL SHEETS
<br />1_1-1
<br />LANDSCAPE PLAN
<br />L2-1
<br />LANDSCAPE DETAILS
<br />
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