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Home My WebLink AboutC602 - STORM SEWER PLAN, PROFILES AND DATA TABLESElevationStation 825 830 835 840 845 -1+00 0+00 1+00 2+00 -1+00 0+00 1+00 2+00STRUCTURE #ST-1T.C. 835.52INV OUT:830.50 12" (N)105' of 12" RCP @ 0.33%STRUCTURE #EX-2T.C. 835.83INV IN:830.44 12" (N)INV OUT:829.98 18" (S)STORM STRUCTURE DATA TABLE STRUCTURE NO. ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 ST-11 ST-12 ST-14 ST-15 ST-16 ST-17 ST-18 ST-19 ST-20 ST-21 ST-22 ST-23 ST-24 ST-25 ST-26 STRUCTURE TYPE AND CASTING Pond Outlet Structure - See Detail Concrete Flared End Section Aquaswirl AS-4 - See Detail Manhole Type 'C' - Neenah R-1772-A Rectangular Junction Structure NF Manhole Type 'C' - Neenah R-3010 Manhole Type 'C' - Neenah R-3010 Manhole Type 'C' - Neenah R-4342 Inlet Type 'J' - Neenah R-3287-SB10 Inlet Type 'J' - Neenah R-3287-SB10 Manhole Type 'C' - Neenah R-4342 Rectangular Junction Structure NF Concrete Flared End Section Aquaswirl AS-7 - See Detail Manhole Type 'C' - Neenah R-1772-A Cylindrical Junction Structure NF Manhole Type 'C' - Neenah R-4342 Cylindrical Junction Structure NF Manhole Type 'C' - Neenah R-4342 Manhole Type 'C' - Neenah R-3010 Inlet Type 'J' - Neenah R-3287-10V Manhole Type 'C' - Neenah R-3010 Inlet Type 'J' - Neenah R-3287-SB10 Trench Drain - Neenah R-4996-CL-L Trench Drain - Neenah R-4999-L3 T.C. ELEV. 835.52 833.33 837.03 837.10 836.97 844.43 837.65 836.44 837.40 837.52 836.60 836.97 833.33 838.22 838.33 838.08 836.75 836.96 842.50 843.09 848.72 848.24 848.94 839.35 838.95 STORM SEWER DATA TABLE UPSTREAM STRUCTURE NO. ST-1 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 ST-11 ST-12 ST-15 ST-16 ST-17 ST-18 ST-19 ST-20 ST-21 ST-22 ST-23 ST-24 ST-25 ST-26 DOWNSTREAM STRUCTURE NO. ST-1A ST-2 ST-3 ST-4 ST-4 ST-6 ST-7 ST-11 ST-9 ST-8 ST-5 ST-14 ST-15 ST-16 ST-17 ST-18 ST-19 ST-20 ST-21 ST-22 ST-23 ST-21 ST-25 PIPE DIAMETER 12" 24" 24" 15" 18" 18" 18" 15" 12" 18" 15" 24" 24" 24" 18" 18" 15" 15" 12" 12" 12" 15" 15" PIPE MATERIAL Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe Reinforced Concrete Pipe PIPE LENGTH 105 LF 119 LF 25 LF 14 LF 191 LF 165 LF 85 LF 29 LF 33 LF 163 LF 4 LF 35 LF 9 LF 23 LF 171 LF 189 LF 66 LF 27 LF 84 LF 27 LF 39 LF 67 LF 17 LF PIPE SLOPE 0.33% 0.17% 0.16% 0.56% 0.18% 0.18% 0.18% 0.91% 0.31% 0.18% 1.88% 1.16% 0.69% 0.27% 0.31% 0.19% 2.89% 1.55% 4.60% 3.17% 1.85% 0.30% 0.58% UPSTREAM INV. 830.50 831.20 831.34 831.52 831.79 832.18 832.43 834.42 834.52 832.82 831.90 831.40 831.56 831.72 832.75 833.10 835.28 836.50 840.83 843.05 843.87 836.80 837.00 DOWNSTREAM INV. 830.15 831.00 831.30 831.44 831.44 831.89 832.28 834.16 834.42 832.53 831.82 831.00 831.50 831.66 832.22 832.75 833.38 836.08 836.97 842.20 843.15 836.60 836.90 835840836837838839841STRUCTURE #ST-1 T.C. 835.52 INV OUT:830.50 12" (N) 105' of 12" RCP @ 0.33%□□□□□□□□□□DRAINAGE AND BMP EASEMENTSTRUCTURE #ST-1A T.C. 838.07 INV IN:830.15 12" (S) INV OUT:830.15 12" (W) 15' of 12" RCP @ 0.34%OOOOOOOOOOOOOOOOOOOOOOOO825 830 835 840 845 3+00 3+00Elevation Station 830 835 840 845 850 830 835 840 845 850 -1+00 0+00 1+00 2+00 -1+00 0+00 1+00 2+00STRUCTURE #ST-26T.C. 838.95INV OUT:837.00 15" (N)17' of 15" RCP @ 0.58%STRUCTURE #ST-25T.C. 839.35INV IN:836.90 15" (S)INV OUT:836.80 15" (N)67' of 15" RCP @ 0.30%STRUCTURE #ST-21T.C. 843.09INV IN:836.97 12" (NW)INV IN:836.60 15" (S)INV OUT:836.50 15" (E)8408458418428438448 4 6 847 848840 841 842 STRUCTURE #ST-21 T.C. 843.09 INV IN:836.97 12" (NW) INV IN:836.60 15" (S) INV OUT:836.50 15" (E) 84' of 12" RCP @ 4.60% 27' of 15" RCP @ 1.55% 67' of 15" R C P @ 0 . 3 0 % 839 11.25° Vertical STRUCTURE #ST-26 T.C. 838.95 INV OUT:837.00 15" (N) INV OUT:836.80 15" (N) 17' of 15" RCP @ 0.58% A B C D E F G H J K L 151413121110987654321 151413121110987654321 A B C D E F G H J K L PRELIMINARY NOT FOR CONSTRUCTION This drawing is for review purposes only. 1100 Sycamore Street, Suite 200 Cincinnati, Ohio 45202 - Ph: 513.984.1070 702 N. Capitol Avenue Indianapolis, Indiana 46204 Ph: 317.636.3980 www.luminaut.com 13295 Illinois Street Suite 142 Carmel, IN 46032 ENGINEERING, LLC SNELLING Ph: (317) 697-0180 www.snellingeng.com IMI Headquarters New Build 10901 Illinois St. Carmel, IN 46032 IN22046 01/18/2023 GSS SEE PLAN 1 TAC REVISIONS 3/8/23 C602 Hydraulic Grade Line (100-year elev. of pond) STORM SEWER PLAN, PROFILES AND DATA TABLES 1 STORM SEWER PLAN N SCALE : 1" = 30' 60 GRAPHIC SCALE IN FEET 300 90 C602 2 STORM SEWER PROFILE SCALE : 1"=30' (H) - 1"=3'(V)C602 3 STORM SEWER PLAN NSCALE : 1" = 30' 60 GRAPHIC SCALE IN FEET 300 90 C602 4 STORM SEWER PROFILE SCALE : 1"=30' (H) - 1"=3'(V)C602 Hydraulic Grade Line STRUCTURE #EX-2 1 1 1