Loading...
HomeMy WebLinkAbout015 C5.0-NW GRADING, DRAINAGE PLANOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEGASGASFO GASGASGASGASGASGASGASGASGASGASELECELECELECELECELECELECELECELECELECELECCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMGASGASGASGASGASGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMCOMMELECELECELECELECELECELECELECGASGASGASGASGASGASGASELECELECELECELECELECELECELECCOMMCOMMCOMMCOMMCOMMCOMMCOMMSSSS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS15''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSS16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SSW VW V W VW VHYHYDHY DHJSTSTST12''ST6''SS4''W4''W4''WFFFF4''SS4''SSFFF2''W2''W2''WW VW VOSWW VW V W VCOCOSS15''ST21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST 21''ST ST ST ST STSTSTEV EV ELEC12''ST10''STUP UP APEX DRIVEBLDG #912-PLEXF.F.E.:4947.55BLDG #836-PLEXF.F.E.:4945.60EDGERTON AVENUE FOWLER LANE MATCH LINE - SEE SHEET C5.1(45.32 SW)(44.69 EA)(44.96 SW)(44.67 SW)(44.66 SW)(44.53 SW)(44.34 SW)(44.97 SW)(46.11 SW)(47.02 SW)(47.46 SW)(46.44 EA)(44.87 EA)(45.00 EA)(45.45 EA)(46.30 EA)(46.22 EA)(45.98 EA)(46.01 EA)(45.75 EA)(44.86 EA)(45.02 EA)(46.32 EA)(45.75 EA)(46.27 EA)(46.48 EA)(46.65 EA)(44.87 EA)(45.07 EA)(45.31 EA)(45.11 EA)(45.17 EA)(45.14 EA)(45.36 EA)(45.36 EA)(46.30 EA)(46.36 EA)(46.63 EA)(46.50 EA)(45.14 EA)(44.95 EA)(45.27 EA)STORMWATERRETENTION POND 11TOP ELEV: 4943.25BOTTOM ELEV: 4941.75SHGW ELEV: 4941.6049464945 4946 49 4 5 4 9 4 4 49424943494 1 49404941 4940493949434942 4942494349444945-2.6% -1.4%-1.6%-2. 0 %-1.3%-1.8%-12.1% MATCH LINE - SEE SHEET C5.2 (46.25 EA)(45.44 EA)(46.41 EA)(46.29 EA)(46.41 EA)(46.25 EA)(48.14 EA)(47.36 EA)(47.50 EA)GRADEBREAK-2.0%-1.8%-1.5%-1.8%-2. 1 % - 3 .4% -3.4 % -2.9% -2.6%STORMWATERRETENTION POND 2TOP ELEV: 4942.00BOTTOM ELEV: 4940.50SHGW ELEV: 4940.504945 49414942494349444946 4941 49424943494449444945 49444946 4945 4942494349444946 4948 49494948REFER TO APPROVED INFRASTRUCTURE PLANSFOR STREET DRAINAGE DESIGN (TYP.)(46.80 EA)(47.00 EA)ADA RAMP5' WIDE CONCRETE STEPS(45.60 SW)(45.60 SW)(44.90 SW)(45.17 SW)(45.44 SW)(45.06 SW)(45.27 EA)(45.44 EA)(47.25 SW)(47.55 SW)SLOPE ENTRANCE @ 2%(47.79 SW)(48.05 SW)(46.56 SW)STEPPED CONCRETE SIDEWALK (TYP.)5' WIDE CONCRETE STEPS UPTO FIRE RISER ROOM W/ 5'LEVEL LANDING AT DOOR (TYP.)(43.85 SW)(42.84 SW)(43.12 SW)(43.34 SW)(43.58 SW)(43.80 SW)(44.04 SW)(44.27 SW)(44.40 EA)(44.34 EA)(44.47 EA)GARAGEF.F.E:VARIES(44.62 SW)(45.20 SW)(45.38 SW)(45.59 SW)(45.95 SW)3' WIDE VALLEY GUTTER (TYP.)(46.79 EA)(47.10 EA)4945494649454946(45.33 EA)(46.04 EA)(46.45 EA)(46.54 EA)(46.55 SW)(46.98 EA)(46.91 EA)(47.46 SW)(47.46 SW)4941494249434944494149424943494149424943 (48.15 SW)(47.58 SW)(47.71 SW)2:1 FILL SLOPE TO NORTH OF CURB TO TIETO EXISTING GRADE AT PROPERTY LINE(45.27 EA)(45.09 SW)(46.54 SW)STORMTECH SYSTEM #12SC-160LP CHAMBER SYSTEMBOTTOM OF STONE: 4941.10SHGW ELEV: 4941.10(45.16 EA)INSTALL 18" WIDE STORMCHASE @ 1.5% SLOPESTORM INLET (TYP.)CONTINUE CURB GUTTERBEHIND LANDSCAPE ISLANDINSTALL 18" WIDE CURBCHASE ACROSS SIDEWALK-3.5% -1.8%(46.13 EA)(47.30 EA)(47.55 SW)(45.60 SW)(43.92 EA)3' VALLEY GUTTERACCESS TO PONDAREA TO REMAIN FREE OFLANDSCAPING FOR PONDMAINTENANCE ACCESS5.0' BERM(42.68 EA)(42.48 EA)INSTALL 3' WIDE CONCRETE STORMCHASE. MAINTAIN 1.5% SLOPEINSTALL 3' WIDE CONCRETE STORMCHASE. MAINTAIN 1.5% SLOPERANGE 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'NFOWLER STORM TRUNK MAIN TO DISCHARGE TOEXISTING DITCH CHANNEL NORTH OF APEX DRIVEUNTIL FUTURE EXTENSIONRELOCATE IRRIGATION DITCH LOCATED ALONG WEST SIDE OF FOWLER LANEWEST TO ACCOMMODATE WIDENED FOWLER STREET SECTION. DITCH ISEXPECTED TO BE INSTALLED WITH BUFFALO RUN PROJECT IMPROVEMENTS.C5.0NW GRADINGANDDRAINAGEPLAN