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017 C5.2-NE GRADING, DRAINAGE PLAN
GASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECELECELECGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECGASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECELECSSSS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSW VW VW V W VW V W VHYDHY DHY DHYDJJSTSTSTSTSTST12''STF F F F4''W4''W4''W6''SS 6''SSFF F4''W4''W6''SSW VW V W V W VW VCOCOCO15''ST15''STELEC ELECELECELEC ELECLANDINGLANDING LANDING APEX DRIVEBLDG #3BLDG #436-PLEXF.F.E.:4948.25GARAGEF.F.E.:VARIESAPEX DRIVEBLDG #536-PLEXF.F.E.:4946.55CARPORTCARPORTGARAGEF.F.E.:VARIESDELINEATED WETLAND (2023)LIMIT OF GRADINGMATCH LINE - SEE SHEET C5.0 MATCH LINE - SEE SHEET C5.34945494549444943494649424943-1.9%(44.86 EA)(44.63 EA)(45.52 EA)(45.52 EA)(45.42 EA)(45.77 EA)(45.51 EA)(45.93 EA)(46.27 EA)(45.40 EA)(45.38 EA)(45.61 EA)(45.61 EA)(45.49 EA)(44.99 EA)(44.86 EA)(44.80 EA)(45.09 EA)(45.40 EA)(45.31 EA)(45.92 EA)(46.09 EA)(45.89 EA)(45.68 EA)(45.30 EA)(45.51 EA)(45.29 EA)(45.50 EA)(45.36 EA)(44.20 EA)(44.54 EA)(44.88 EA)(45.21 EA)(45.30 EA)(45.33 EA)(45.40 EA)(46.55 EA)(46.47 EA)(46.64 EA)(47.18 EA)(47.14 EA)(47.50 EA)(47.66 EA/HP)(46.17 EA)(46.12 EA)(46.08 EA)(46.25 EA)(46.42 EA)(47.32 EA)(47.38 EA)(47.25 EA)(47.10 EA)(47.15 EA)(46.30 EA)(46.00 EA)(45.77 EA)(45.78 EA)(46.01 EA)(46.17)(46.50)(46.83)(47.03 EA)(47.20 EA)(47.18 EA)(47.00 EA)(46.08)(46.33)(46.50)(46.83)(47.28 EA)(47.31 EA)(47.08 EA)(47.12 EA)(47.34 EA)(47.11 EA)(47.14 EA)(47.37 EA)(45.41 EA)(45.67 EA)(45.79 EA)(45.62 EA)(45.91 EA)(46.29 EA)(46.04 EA)(45.56 EA)(45.49 EA)(45.38 EA)(45.45 EA)(45.77)(45.68)(46.10)(46.10)(46.43)(46.43)(46.64 EA)(46.85 EA)(46.69 EA)(46.43 EA)(45.56 EA)(47.18 EA)(46.98 EA)(47.09 EA)(44.68 EA)(46.60 EA)(46.81 EA)(47.30 EA)(47.46 EA)(47.20 EA)(47.75 EA)(48.15 EA)(47.79 EA)(44.90 EA)(45.18 EA)(45.33 EA)(44.84 EA)(45.64 EA)(45.81 EA)(46.45 EA)(46.25 EA)(45.63 EA)(45.44 EA)(46.41 EA)(46.41 EA)(46.25 EA)(47.83 EA)(48.25 EA)(47.69 EA)(48.10 EA)-1.9% -1.9%-1.3%-1.3%-1.4%-2.1%-1.8% -1.9% -7.6% GRADEBREAK GRADEBREAKGRA D E BRE A K 4 9 454945494449444944 494449444945 49444946 494 5494649474948 4945 4943494449454946494749504947494849494951 49504949495149524950494949464947 4945494549464946 494649 4 6 4945494649474948 49484949 49464947STORMTECH SYSTEM #15SC-160LP CHAMBER SYSTEMBOTTOM OF STONE: 4942.00SHGW ELEV: 4942.00STORMTECH SYSTEM #14SC-160LP CHAMBER SYSTEMBOTTOM OF STONE: 4941.80SHGW ELEV: 4941.75STORMTECH SYSTEM #18SC-160LP CHAMBER SYSTEMBOTTOM OF STONE: 4941.40SHGW ELEV: 4941.30STORMTECH SYSTEM #6SC-160LP CHAMBER SYSTEMBOTTOM OF STONE: 4943.20SHGW ELEV: 4943.20(45.06 SW)(45.27 EA)(45.44 EA)(46.55 SW)49424943494449454941494249434944494549414942494349444945494249434944(47.01 SW)2:1 FILL SLOPE TO NORTH OF CURB TO TIETO EXISTING GRADE AT PROPERTY LINESTORMWATERRETENTION POND 7TOP ELEV: 4942.65BOTTOM ELEV: 4941.15SHGW ELEV: 4941.15LID RETENTION SWALES (REFER TO APPROVEDINFRASTRUCTURE PLANS FOR STREET DRAINAGE DETAILS)STORMWATER RETENTION POND 91.5' WATER STORAGE DEPTHINSTALL 15" DIA SDR-35 PVC CULVERT TO MAINTAINEXISTING IRRIGATION DITCH. REFER TO APPROVEDINFRASTRUCTURE PLANS FOR DETAILS(44.83 SW)(45.90 SW)CONCRETE STEPS(44.42 SW)(44.70 SW)(44.00 EA)2' STORM CHASE(45.27 EA)STORMWATERRETENTION POND 8TOP ELEV: 4942.00BOTTOM ELEV: 4940.50SHGW ELEV: 4940.50EXTEND GUTTER BEHIND ISLAND (TYP.)(44.80 SW)(45.01 SW)(44.93 SW)(44.72 SW)(44.51 SW)(44.30 SW)(44.09 SW)(46.26 SW)(46.34 SW)(45.36 SW)(45.50 SW)(45.15 EA)(45.13 SW)(46.55 SW)(44.90 SW)(44.40 SW)5' WIDE CONCRETE STEPSADA RAMP W/ RAILING(45.09 SW)(46.55 SW)15.5' ADA RAMP @ 8%FFE6' LANDING(45.90 SW)(47.89 SW)(48.10 SW)(48.25 SW)(47.78 SW)(47.42 SW)(47.05 SW)(46.69 SW)(46.30 SW)(45.96 SW)(47.10 EA)(49.25 SW)(50.20 SW)(46.54 SW)(48.11 SW)(51.75 SW)(50.78 SW)(49.25 SW)(48.41 SW)(48.33 SW)(48.27 SW)(48.21 SW)(48.16 SW)(48.11 SW)(48.00 SW)(48.18 SW)(48.21 SW)(48.38 SW)(48.75 SW)(44.67 EA)DROP CURB FOR SNOW PLOWING& ACCESS TO STORM POND(45.20 EA)(45.06 SW)(48.25 SW)(46.55 SW)(44.78 SW)(44.90 SW)(46.40 SW)INSTALL FESINV OUT:4939.75INSTALL FESINV IN:4940.90PRO. 30' x 30' STORMWATER MAINTENANCE EASEMENTRANGE 5 APARTMENTS Bozeman, Montana Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright © 2023 Bechtle Architects 3825 Valley Commons Drive #3 Bozeman, MT 59718 406.585.4161 ph 406.585.6919 fax BECHTLEARCHITECTS THIS LINE IS 1 INCH LONG WHEN PRINTED TO FULL SCALE May 07, 2024PO BOX 888 Belgrade, MT 59714SITE PLANSUBMITTALTAOMNNAR N GEOSEFSINAL ROPEINECOTEETHAN LNo. 60593PEELICNES D05/07/202423-013.1JOB:REVISION SCHEDULENo. Description Date1 SP 01 01/25/242 SP 02 05/07/24030'60'SCALE 1" = 30'NC5.2NE GRADINGANDDRAINAGEPLAN