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HomeMy WebLinkAboutGroundwater Dewatering System ExhibitWW SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDFIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2022 Plotted by cooper krause on Oct/25/2022 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N:\6787\002 - NW Crossing Ph II Pre Plat\ACAD\Exhibits\Groundwater Dewatering System.dwg 6787.002 GW-1 NORTHWEST CROSSING SUBDIVISION- PHASE 2 BOZEMAN MONTANA GROUNDWATER DEWATERING SYSTEM CPK CPK - 10/2022 60 12030600 SCALE IN FEETROSA WAYTWIN LAKESBAXTER LANE DAYSPRING AVE TOUCHSTONE DR WILDWOOD LANEBAXTER DITCHBAX T E R C R E E K PROPOSED BAXTER DITCH RE-ALIGNMENT 18" PVC @ ± 0.50% 15" PVC @ ± 0.50% DISCHARGE TO BAXTER CREEK INV = ± 4703.20 INV = ±4706.70 INV = ±4709.20 INV = ±4712.30 NOTES: 1. THE DE-WATERING PIPE WILL BE LOCATED IN A SEPARATE 10-FOOT WIDE EASEMENT. 2. MIN. 18" OF SEPARATION IS REQUIRED AT ALL WATER MAIN CROSSINGS. 3. CLEANOUTS ARE REQUIRED AT ALL VERTICAL AND HORIZONTAL BENDS AND AT A MAXIMUM SPACING OF 400FT. DEWATERING SYSTEM CONTINUES SOUTH THROUGH PHASE 1 OF NWX 10.00' EASEMENT (TYP.)