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C601_Site Grading + Drainage 11-13-20
SDS DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWSDSDSDPWVPWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVBCTVBCTVBCTVBCTV SDSDSD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWSDSDSDPWVPWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVBCTVBCTVBCTVBCTV SDSDSD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WWWSD SD SD PWV PWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSNG NGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVBCTVBCTVBCTVBCTV BPBPBPBPBPBPBP BCTVBCTVBCTVBCTVBCTVBCTV BTBTBTBTBTBTBTBT BCTV BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BP BP BPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BC T V BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV GAS GAS GAS GASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS WS WS WS WS 6FIRE 6FIRE 6FIRE 8W 8W 8W 8W 8W 8W 8W 6W 6W 6W H YD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SS SVC SS SVC SS SVC SS SVC S S S V C SS SVC SS SVC SS SVC SS SVC SS SVC SS SVC SS SVC SS SVC24.75 EG 24.56 24.75 24.48 24.52 24.66 24.60 25.33 24.66 24.66 STORM DRAIN INLET GRATE = 24.84 INV S = 19.94 INV W = 19.84 INV E = 19.84 23.89 23.92 24.75 24.71 24.7223.92 24.61 24.75 24.61 24.27 24.75 24.68 24.68 24.4024.55 24.75 24.66 24.00 23.74 23.8624.22 24.5924.75 23.87 24.09 24.83 24.6624.13 25.0425.15 24.96 24.91 24.71 -0.61% -1.69%-1.12%-1.75%-2.24%24.07 24.05 23.8824.10 24.30 24.25 24.25 23.73 23.67 24.42 24.35 CONNECT TO EXISTING 30" RCP AT INV = 19.61 PROPOSED STORM DRAIN INLET GRATE = 23.55 INV S = 21.35 23.0822.91 23.17 23.23 -2.9 2 % -3.41 % -3.3 1 % -0.97% -0.91%-1.46%-1.51%RIM: 24.46 INV W: 19.57 INV N: 19.57 INV E: 19.57 21.6 LF OF 30" RCP @ 0.16% 14.6 LF OF 18" PVC@ 12%-0.32%-1.00%-0.50% -2.42%-1.12%-0.61% -0.61%-2.20%25.15 25.08 25.00 25.18 25.14 25.03 24.98 24.95 24.87 24.73 24.82 25.24 25.33 25.36 25.33 25.36 -38.24% -5.71% -21.87% RIM: 23.65 INV W: 19.15 INV S: 19.15 INV E: 19.15 RIM: 23.41 INV W: 20.74 82.4 LF OF 24" PVC @ 0.3% RIM: 22.5 INV W: 19.69 INV NE: 19.69 49.8 LF OF 24" PVC @ 0.5% 80.9 LF OF 24" PVC @ 0.67% 23.08 23.13 23.75 24.21 24.49 24.37 24.18 24.33 24.51 24.91-2.36%-4.07%-1.69% 23.04 23.18 23.23 23.29 23.4123.35 23.29 23.34 -1.00%-0.01%-0.50%-0.05%-0.45%-0.79%-0.68% 121.2 LF OF 24" PVC @ 0.3%-2.88%-1.01%-1.01%-2.36%RIM: 4724.29 INV W: 20.09 INV S: 20.09 INV E: 20.09 23.00 20.00' STORM SEWER EASEMENT 58 LF OF 8" PVC @ 1.05%-1.35%-1.35%-1.55%-1. 7 3 % PROPOSED SWALE 4725472447244727 47 2 6 472 5 47 2 4 4 7 2 3 4724. 0 4723 4721 4722 4725472447224721 4720 4722 4723 4724.0472 5 . 0 76.7 LF OF 30" RCP @0.55% RIM: 23.70 INV W: 19.84 INV S: 19.84 INV E: 19.84 11x17 HORIZONTAL SCALE: 1" = 20' GRAPHIC SCALE 0 (IN FEET) 5 10510 1 INCH = 10 FT BUILDING 4/D FFE 4724.75 REVIEWSUBMITTALDEVELOPMENTAPARTMENT UNITS IN BOZEMAN, MONTANAFARRAN REALTY PARTNERSBOZEMAN EAST MIXED-USE4202 BELTWAY DRIVE ADDISON, TX 75001hedk.com214.520.8878Engineering1800 RIVER DR. NO. • GREAT FALLS, MONTANA 59401406.761.3010 • tdhengineering.com3