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APPROVED NO.REVISIONS DATEBYPAGE NO:DATE:SHEET NO:PROJ NO.
WESTERN CONSULTING GROUP, PLLC
3527 S. FEDERAL WAY, SUITE 103, #134
BOISE, ID 83705 WESTERN CONSULTING
GROUP
10th & USTICK SUBDIVISION
C:\Users\CarolineStanley\Western Consulting Group, PLLC\Western Consulting Group, PLLC - Documents\WCG\Projects\01-21-001 10th and Ustick\CAD\Construction Drawings\X-2.0 Prelim Grading Plan.dwg
1 OF 12-2-2023X-1.OPRELIMINARY
GRADING PLAN
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01-21-001PRELIMINARY GRADING PLANSCALE: 1" = 20'Feet02040NGRADING NOTES1.ALL ELEVATIONS SHOWN ARE FINISH GRADE ELEVATIONS. SUBTRACT FINISHSURFACE MATERIAL AND BASE MATERIAL TO OBTAIN TOP OF SUBGRADE.2.EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1' INTERVALS.3.ALL CUT & FILL SLOPES SHALL BE AT 3:1 MAXIMUM UNLESS NOTED OTHERWISE.4.COORDINATE UNDERGROUND UTILITY INSTALLATION WITH CIVIL WORK SHOWN.5.THE TOP LAYER OF UNSUITABLE ORGANIC TOPSOIL MATERIAL WITHIN THEGRADING LIMITS SHALL BE STRIPPED TO A MINIMUM DEPTH OF 6" INCHES ANDDISPOSED OF OFF SITE.6.AFTER SITE STRIPPING, PRIOR TO PLACING AGGREGATE, SUBGRADE SHALL BEPROOF ROLLED WITH A LOADED DUMP TRUCK AND INSPECTED. ANY SOFTAREAS SHALL BE EXCAVATED AND FILLED WITH COMPACTED ENGINEERED FILL.7.ANY FILL MATERIAL SHALL COMPLY WITH THE "STRUCTURAL FILL" SECTION OFTHE GEOTECHNICAL REPORT DATED X, X, XXXX, AND BE COMPACTED TO 95%OF MAXIMUM DRY DENSITY PER ASTM D-1557.8.THE CONTRACTOR SHALL VERIFY THAT NO UNMARKED EXISTINGUNDERGROUND UTILITIES EXIST IN THE CONSTRUCTION AREA PRIOR TOSTARTING CONSTRUCTION ACTIVITIES.9.FOR EROSION CONTROL DETAILS & NOTES SEE SHEET X-X.X.10.MAINTAIN SLOPE IN THE DIRECTION SHOWN. GROUND SURFACES SHALL SLOPE A MINIMUM OF 2% AWAY FROM ALL BUILDING FOUNDATIONS.11.REMOVE ANY DEBRIS AND DISPOSE AT AN APPROVED OFFSITE LOCATION.PRELIMINARYDRAWINGNOT FORCONSTRUCTION