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<br />P12" RCPPID: 75-00729-0010
<br />Address: Unassigned
<br />PID: 75-00729-0105
<br />Address: 17155 Quincy Street NW
<br />Owner: Negus Violet
<br />171ST
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<br />BenchBench13.313.2
<br />4.02.05.32.04.013.2
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<br />Found 1/2 Inch Iron
<br />Pipe W/ Illegible Cap
<br />Found 1/2 Inch Iron
<br />Pipe W/ Cap. No. 21729
<br />Found 1/2 Inch IronPipe W/ Cap. No. 21729
<br />Found 1/2 Inch IronPipe W/ Cap. No. 21729
<br />Access
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<br />e)12" RCP12" RCPMedianMedianNOPARKINGNOPARKINGDROP OFFDROP OFFCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023
<br />ISSUE/SUBMITTAL SUMMARY
<br />DATE DESCRIPTION
<br />07/29/24 CITY SUBMITTAL
<br />PROJECT MANAGER PATRICK SARVER
<br />CONTACT NUMBER 952-250-2003
<br />DRAWN BY KB, WB, BB
<br />REVIEWED BY PS
<br />PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263
<br />Matthew R. Pavek
<br />LICENSE NO.DATE
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />07/29/24
<br />
<br />
<br />
<br />civilsitegroup.comOWNERC3.0
<br />GRADING PLAN
<br />GENERAL GRADING NOTES:
<br />1.0' CONTOUR ELEVATION INTERVAL
<br />GRADING PLAN LEGEND:
<br />SPOT GRADE ELEVATION GUTTER
<br />SPOT GRADE ELEVATION TOP OF CURB
<br />SPOT GRADE ELEVATION BOTTOM OF
<br />STAIRS/TOP OF STAIRS
<br />CITY OF ELK RIVER GRADING NOTES:
<br />1. RESERVED FOR CITY SPECIFIC GRADING NOTES.
<br />EX. 1' CONTOUR ELEVATION INTERVAL
<br />SPOT GRADE ELEVATION (GUTTER/FLOW
<br />LINE UNLESS OTHERWISE NOTED)
<br />CURB AND GUTTER (T.O = TIP OUT)
<br />EMERGENCY OVERFLOW
<br />41.26
<br />1125
<br />891.00 G
<br />891.00 TC
<br />891.00 BS/TS
<br />1137
<br />EOF=1135.52
<br />TO
<br />SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
<br />GB GRADE BREAK - HIGH POINTS
<br />1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL,
<br />STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY
<br />FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL
<br />AND CONTRACTOR PRIOR TO CONSTRUCTION.
<br />2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY
<br />LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
<br />CONSTRUCTION AT NO COST TO THE OWNER.
<br />3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
<br />4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,
<br />EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE
<br />COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND
<br />INSPECTIONS WITH THE SOILS ENGINEER.
<br />5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF
<br />WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE
<br />6. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
<br />(NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
<br />7. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
<br />8. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
<br />9. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.
<br />10. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND
<br />ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO
<br />CONSTRUCTION.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH
<br />PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE
<br />ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
<br />12. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA
<br />SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
<br />13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR
<br />SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE
<br />OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF
<br />6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.
<br />14. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT
<br />TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS
<br />WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED
<br />FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY
<br />WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR
<br />BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.
<br />15. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR
<br />SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS
<br />ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE
<br />STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF
<br />THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.
<br />16. TOLERANCES
<br />16.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED
<br />ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
<br />16.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW,
<br />THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
<br />16.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED
<br />OTHERWISE BY THE ENGINEER.
<br />16.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
<br />17. MAINTENANCE
<br />17.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.
<br />17.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE
<br />CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND
<br />MULCHED.
<br />17.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR
<br />SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.
<br />SEE SWPPP ON SHEETS SW1.0 - SW1.5
<br />EROSION CONTROL NOTES:
<br />CONSTRUCTION LIMITS
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />0
<br />1" = 30'-0"
<br />30'-0"15'-0"
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