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HomeMy WebLinkAbout011 - D-1 CIVIL DETAILSHEADWATERSPROJECT NUMBERDRAWING NUMBERDRAWN BY:DATE:2026VERIFY SCALETHESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLYH:\2128\002\ACAD\SHEETS\ARCHIVE\SITEPLAN 1-DETAILS_JTG.dwg Plot Date: 4/23/2026 4:07 PM© HEADWATERS ENGINEERING, INC.REVISION DATE:1105 REEVES RD WEST, SUITE 6, BOZEMAN, MT 59718HEADWATERSMT.NET406-581-5730PROJECT LOCATIONMONTANABOZEMAN04/22/26JRMDETAILSSITE PLAN 1DIAMOND 82128.002D-1ARTIFICIAL TURF FIELD DETAILGRASS FIELD DETAILTEMPORARY CONSTRUCTION ACCESS DETAILINFIELD SURFACE18" OF 6" MINUS PITRUN26.00EDGE R.O.W.FUTURE 10' SHARED PATHPITRUN TO BE REMOVED &UTILIZED TO CONSTRUCTADJACENT ROADWAYCENTER ACCESS AISLE DETAIL20.018" OF 6" MINUS PITRUN ON RS380i3" OF ASPHALT3" OF 1" MINUS BASE COURSE2"4"VARIES6"4"6"2"12"12"VARIES4"12"VARIES2" OF 38" MINUS GRAVEL4" OF 1-1/2" MINUS GRAVELNATIVE SOILS PREPAREDPER NOTES BELOW ANDGEOTECH REPORT6" OF AMENDED TOPSOILINFIELD SOIL MIXTURE WITHINFIELD CONDITIONER18" OF 6" MINUS PITRUN12" MINIMUM OF 6" MINUS PITRUNDEPTH TO SUBGRADE VARIESNATIVE SOILS PREPAREDPER NOTES BELOW ANDGEOTECH REPORTNATIVE SOILS PREPAREDPER NOTES BELOW ANDGEOTECH REPORT2" OF 1-1/2" MINUS GRAVEL4" OF 1-1/2" MINUS GRAVELNATURAL GRASSARTIFICIAL TURFNATIVE SOILS NEAR THE SUBGRADE ELEVATION SHOULD BE EVALUATED BY THEGEOTECHNICAL ENGINEER OR THE ENGINEER OF RECORD FOR THE IDEALSTABILIZATION METHOD, PRIOR TO PLACEMENT OF STRUCTURAL FILL LAYERS.LIKELY STABILIZATION METHODS ARE LISTED BELOW.1.COMPACT SUBGRADE, SCARIFY, AND DRY THE SUBGRADE.2.PLACE AND COMPACT RAILROAD BALLAST INTO THE NATIVE SOIL.3.SEE GEOTECHNICAL REPORT DATED 3/13/2026 FOR MORE INFORMATION.MIRAFI 500X OR APPROVED EQUALSLOPE PITRUN SUPGRADE INTERFACETOWARDS PERIMETER DRAIN AT 0.5%MIRAFI 500X OR APPROVED EQUALMIRAFI 500X OR APPROVED EQUAL8" PERFORATED DRAIN PIPETYPE 1 BEDDING MATERIALSLOPE TRENCH SIDES AT 1:18" PERFORATED DRAIN PIPETYPE 1 BEDDING MATERIALSLOPE TRENCH SIDES AT 1:18" PERFORATED DRAIN PIPETYPE 1 BEDDING MATERIALSLOPE TRENCH SIDES AT 1:112" MINIMUM12" MINIMUM12" MINIMUM12" MINIMUM OF 6" MINUS PITRUNDEPTH TO SUBGRADE VARIES12" MINIMUM OF 6" MINUS PITRUNDEPTH TO SUBGRADE VARIESPERIMETER DRAIN LAYOUTPER SITE GRADING PLANPERIMETER DRAIN LAYOUTPER SITE GRADING PLANPERIMETER DRAIN LAYOUTPER SITE GRADING PLAN 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%