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HomeMy WebLinkAboutC603 - STORM SEWER PLAN AND PROFILEElevation825 830 835 840 845 850 855 825 830 835 840 845 850 855 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 39' of 12" R C P @ 1 . 8 5 % 84' o f 1 2 " R C P @ 4 . 6 0 % 27' of 15" RCP @ 1.55% 189' of 18" RCP @ 0.19% 23' of 24" RCP @ 0.27% 171' of 18" RCP @ 0.31% 35' of 24" RCP @ 1.16% 9' of 24" RCP @ 0.69%STRUCTURE #ST-22T.C. 848.72INV IN:842.20 12" (N)INV OUT:840.83 12" (SE)STRUCTURE #ST-24T.C. 848.94INV OUT:843.87 12" (E)STRUCTURE #ST-21T.C. 843.09INV IN:836.97 12" (NW)INV IN:836.60 15" (S)INV OUT:836.50 15" (E)STRUCTURE #ST-19T.C. 836.96INV IN:833.38 15" (W)INV OUT:833.10 18" (S)STRUCTURE #ST-18T.C. 836.75INV IN:832.75 18" (N)INV OUT:832.75 18" (S)STRUCTURE #ST-17T.C. 838.08INV IN:832.22 18" (N)INV OUT:831.72 24" (SW)STRUCTURE #ST-16T.C. 838.33INV IN:831.66 24" (NE)INV OUT:831.56 24" (SE)STRUCTURE #ST-14 END SECTION INV:831.00 24" RCP 66' of 1 5 " R C P @ 2 . 8 9 %840845850 8418428438448 4 6 847 848 849 8 5 0 851 8 5 1 840 845 841 842 843 844 846 84 7 848 849 STRUCTURE #ST-24 T.C. 848.94 INV OUT:843.87 12" (E) 39' of 12" RCP @ 1.85% 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% STRUCTURE #ST-17 T.C. 838.08 INV IN:832.22 18" (N) INV OUT:831.72 24" (SW) 189' of 18" RCP @ 0.19% STRUCTURE #ST-14 END SECTION INV:831.00 24" RCP 23' of 24" RCP @ 0.27% STRUCTURE #ST-23 T.C. 848.24 INV IN:843.15 12" (W) INV OUT:843.05 12" (S) 27' of 12" RCP @ 3.17% 67' of 15" R C P @ 0 . 3 0 % STRUCTURE #ST-18 T.C. 836.75 INV IN:832.75 18" (N) INV OUT:832.75 18" (S) STRUCTURE #ST-15 T.C. 838.22 INV IN:831.50 24" (NW) INV OUT:831.40 24" (SE) 838 839 STRUCTURE #ST-16 T.C. 838.33 INV IN:831.66 24" (NE) INV OUT:831.56 24" (SE)GASGASPrivate Hydrant 45° 8" x 6" Tee 22.5° 22.5° Private Hydrant 11.25° Vertical 11.25° Vertical 45°11.25° Vertical 8" x 6" Tee Gate ValvePrivate Hydrant 11.25° Vertical 45° 45° 11.25° Vertical 11.25°45° Gate Valve P.I.V. SS Tapping Sleeve and Valve STRUCTURE #ST-26 T.C. 838.95 INV OUT:837.00 15" (N) STRUCTURE #ST-25 T.C. 839.35 INV IN:836.90 15" (S) INV OUT:836.80 15" (N) 17' of 15" RCP @ 0.58% STRUCTURE #ST-20 T.C. 842.50 INV IN:836.08 15" (W) INV OUT:835.28 15" (E)30' UTILITY, DRAINAGE ANDBMP ACCESS EASEMENTBMP EASEMENT11.25° Vertical PVC ROOF DRAINSEE PLUMBING PLANS FOR SIZESTORM CLEAN-OUTT.C. 838.90INV. 832.5045° O O O O O O O O O O O O O O O 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 C603 Hydraulic Grade Line (Typ) 1 STORM SEWER PLAN NSCALE : 1" = 30' 60 GRAPHIC SCALE IN FEET 300 90 C603 2 STORM SEWER PROFILE SCALE : 1"=30' (H) - 1"=3'(V)C603 STORM SEWER PLAN AND PROFILE EXISTING GAS MAIN LOWER OR RELOCATE AS NECESSARY COORDINATE WITH CENTERPOINT ENERGY EXISTING MERIDIAN SUBURBAN DRAIN STORM SEWER PIPE TO BE REMOVED UPSTREAM OF POND OUTLET (STR. #EX-2) 8" WATER 8" WATER AQUASWIRL AS-5 1