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HomeMy WebLinkAboutC3.0GradingPlan_07222021WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIRR IRR IRR IRR IRR IRR IRR IRR IRR RD RD RD RD RD RD RD RD RD RD RD RD RDRD RDRDRDRDRDEEFFGGEEEFFFGEEFFGGGEEEFFFGGGEEEFFFT EB P PT P EB S IGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E G G G G G G G G G G G G GEEEE E E E E EGGG F FF F F F F F F F F F F F S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSF E E 106 111 100 4770 4 7 7 0 4 7 6 7 4768 4769 476 6 4766 EG: 4767.27' EG: 4766.92' EG: 4767.79' TBC: 65.44' TBC: 65.61'TBC: 65.66' TBC: 65.82' TBC: 65.94' TBC: 66.06' FG: 65.64' LAY: 65.07' LAY: 65.19'LAY: 65.28' LAY: 65.40' LAY: 65.56' LAY: 65.64' FG: 65.77'FG: 65.86'FG: 65.98'FG: 66.13'FG: 66.26' FG: 66.33' FG: 66.21'FG: 66.06'FG: 65.93'FG: 65.84'FG: 65.71' FG: 66.76'FG: 66.64' FG: 66.67' FG: 66.74' FG: 65.42' FG: 65.18' FG: 65.24' FG: 66.43' MATCH EXISTING FG: 66.45' MATCH EXISTING FG: 68.94' MATCH EXISTING FG: 69.28' MATCH EXISTING FG: 69.33' MATCH EXISTING FG: 68.99' MATCH EXISTING FG: 69.49' MATCH EXISTING FG: 69.55' MATCH EXISTING FG: 69.75' MATCH EXISTING FG: 69.78' MATCH EXISTING FG: 69.71' MATCH EXISTING FG: 69.78' MATCH EXISTING FG: 68.98' FG: 68.43' FG: 67.84' FG: 69.36' FG: 68.81' FG: 68.22' FG: 69.57' FG: 69.15' FG: 68.57' FG: 69.41' FG: 69.21' FG: 68.63' FG: 69.82' FG: 69.24' FG: 68.65' FG: 68.57' FG: 68.55' FG: 68.57' GARAGE FINISH FLOOR: 4767.50' FINISH FLOOR: 4768.67' FG: 67.23' FG: 67.15' FG: 67.35'FG: 67.30' FG: 67.50' FG: 67.50' FG: 67.50'FG: 67.50' FG: 66.34' FG: 66.70' FG: 67.01'FG: 67.22'FG: 67.43' FG: 67.65' FG: 66.50' FG: 67.73'-1.00%-7.65%-7.68%-8.29%-1 .83% -1.62% -1 .62%-5.35%-4.53%-4 .32%-3.92%-4.54%-3.25%-2.08%-2.20%-2.25%-2.1 2 % -3 . 2 3% -24.55%-15. 8 5 %-6.72%-5.60%-4.37%-5.67%-10.64%-11.19%-11.18%-11.19%-8.00 % -11.97% -11.97% -3 . 2 3% -5.07%-1.50%-1.45% FG: 67.50'-2.44%FG: 68.00' FG: 67.50'FG: 68.00' FG: 67.50'-0.89%-4.16%-2.25%-1.39%-1.24%-1.58%FG: 67.57' F F G G E E PROPOSED BUILDING PROPOSED SIDEWALK/CONCRETE PROPOSED SWALE WS PROPOSED BURIED FIBER PROPOSED BURIED GAS PROPOSED BURIED POWER PROPOSED WATER SERVICE IRR PROPOSED IRRIGATION SS PROPOSED SANITARY SEWER SERVICE PROPOSED ROOF LEADERRD RD PROPOSED ROOF DRAINBROOKSIDE LANE C3.0 www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2019 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal 18-053 RLO SMW/KTSTRADITIONS SUBDIVISIONTOWNHOMES7.22.2021 Revision Schedule No.Revision DateGRADING PLANWOITH ENGINEERING, INC. ENGINEERS & SURVEYORS 405 3RD STREET NW, SUITE 206 GREAT FALLS, MT 59404 406-761-1955 WWW.WOITHENG.COM C3.0 GRADING PLAN.DWG PLOTTED BY:ROBBY OSOWSKI ON Aug/03/2021ERENONA L EIS S NENo. 39035 PE THOMAS SWARTZ ATANNOM ROPFGILICENS E D KODY NOTES 1.ADD 4700' TO ALL SPOT ELEVATION CALLOUTS. 2.TBC: TOP BACK OF CURB FG: FINISH GROUND EG: EXISTING GROUND LAY: LAYDOWN CURB 3.GROUND SURROUNDING DWELLINGS SHALL SLOPE AWAY AT A MINIMUM 6" IN 10' (OR 2% FOR IMPERVIOUS SURFACES BY EXCEPTION). 4.ALL SURFACE DRAINAGE TO BE CONVEYED VIA SURFACE FLOW THROUGH THE PROPOSED SWALE TO THE BROOKSIDE LANE RIGHT OF WAY. LEGEND: 0 10 IN FEET 20 ROSA WAYKEY NOTES STAIR ELEVATIONS ARE TYPICAL FOR THE FRONT ENTRY OF EACH UNIT. COORDINATE PATIO DETAILS AND STEPS WITH OWNER. PIPE SWALE UNDER EACH SIDEWALK WITH 6" PVC PIPE. 1 1 1 1 1 1 2 2 2 2 3 3 3