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Basin Maps - The Grove Revised 2-13-2020-GROVE SEC 4 PIPE SIZING
50' R/W30' B-B0+25754.336+97 755.38 0+00 754.16 1+00 754.27 2+00 754.48 3+00 755.15 4+00 755.82 5+00 755.64 0+50 754.28 1+50 754.17 2+50 754.82 3+50 755.48 5+50 755.31 6+50 755.10 HP 4+36.87 756.00 LP 6+14.60 754.94 GRD.CHG. 1+85.53 754.39 HP 0+74.71 754.42 LP 0+19.08 754.09 LP 1+30.89 754.12 GRD.CHG.0+13.38754.11 2+64756.541+00755.422+00756.160+50754.982+50756.461+00 755.59 2+00 754.99 3+00 755.27 4+00 756.05 1+50 755.29 3+50 755.66 184A 756.6 183A 756.6 182A 756.2 66A 756.6 67A 756.7 68B 757.1 180B 756.6 181B 756.6 65B 756.6 64B 756.6 63B 757.1 176B 755.1 62A 756.0 754.7 754.0 753.9 753.9 756.2 753.4 754.9755.4755.9756.3755.9755.2 756.1755.5 754.0 754.7754.4754.1754.7754.9 754.6 755.5756.7755.2 755.6 184B 756.6 183B 756.6 182B 756.2 66B 756.6 67B 756.7 68A 757.1 62B 756.0 61A 757.1 61B 757.1 60A 757.1 60B 757.1 176A 755.1 177B 756.0 177A 756.0 178B 755.1 178A 755.1 179B 756.6 179A 756.6 180A 756.6 181A 756.6 65A 756.6 64A 756.6 63A 757.1 2+64752.131+00754.552+00753.940+50753.832+50752.53GRD.CHG.1+52.00755.30GRD.CHG.0+13.38753.74GRD.CHG.0+35.01753.61GRD.CHG. 0+12.00 755.40 GRD.CHG. 0+62.45 755.81 GRD.CHG. 2+36.21 754.77 GRD.CHG. 4+35.99 756.34 GRD.CHG. 4+72.00 756.12 GRD.CHG.0+13.38754.66GRD.CHG.1+52.00755.87755.8 755.4 755.9 756.5756.2 756.2756.7ANTIQUITY DRIVE ANTIQUITY DRIVEWILBUR ROADALLEY WESTMLAG 757.3 MFF 757.3 MFF 757.3MFF 757.3MFF 757.3MFF 757.3MFF 757.3MFF757.3 MFF 755.8 MFF 755.8 MFF 756.7 MFF 756.7 MFF 755.8 MFF 755.8 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.8 MFF 757.8 MFF 757.8 MLAG755.0 MLAG 757.3 MLAG 757.3MLAG 755.9MLAG 757.8 MLAG 756.8 MLAG756.8 MLAG 756.8 MLAG 756.8 MLAG 756.8 MLAG 756.8 MLAG 756.8 MLAG 756.8 MLAG756.8 MLAG 756.8 MLAG755.9 MLAG 755.3 MLAG 755.3 MLAG 755.3MFF 757.8 MFF 757.8 MFF 757.8 MFF 756.7 MFF 756.7 ALLEY EAST ALLEY WEST TO EAST756.3 755.6753.7 753.7 753.7 753.8 755.1 754.9 755.4 756.0 755.2755.0755.5756.1755.2754.8756.2 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3LARSON DRIVE LARSON DRIVE* * * CHERRY CREEK BOULEVARD CHERRY CREEK BOULEVARD(PRIVATE) 750750750750750755755 755 749 751751751751751751751752752752752752752752752 752753753753753 753754754754754754754754756756757757750750755755755751751752752753753754754756758759 750750 750749751752753 75 0 74874 751 752 750749751752 75 2 754 756 756 756 757 757756755757755 753754755759760761762763764EX. DROP MANHOLE 715 EX. 8" SDR-26 P.V.C.EX. 8" SDR-26 P.V.C. EX. 12" A.W.W.A. SDR-21 P.V.C.EX. 12" WATERMAINEX. 12" WATERMAINEX. MH. #735 T.C.=755.73 8" S.D.R. 35 P.V.C N INV.=750.21 EX. MH. #736 T.C.=755.93 8" S.D.R. 35 P.V.C S INV.=750.50 EX. MH. #727 T.C.=755.19 8" S.D.R. 26 P.V.C S INV.=745.62 8" S.D.R. 35 P.V.C E INV.=747.53 8" S.D.R. 35 P.V.C W INV.=745.83 EX. MH. #726 T.C.=758.49 8" S.D.R. 26 P.V.C N INV.=744.62 8" S.D.R. 26 P.V.C S INV.=744.52 8" S.D.R. 26 P.V.C W INV.=746.23 EX. MH. #725 T.C.=757.98 8" S.D.R. 26 P.V.C E INV.=748.98 8" S.D.R. 35 P.V.C W INV.=749.08 EX. MH. #714 T.C.=754.21 8" S.D.R. 26 P.V.C W INV.=740.71 8" S.D.R. 26 P.V.C E INV.=740.65 EX. MH. #713 T.C.=753.44 8" S.D.R. 26 P.V.C W INV.=739.21 8" S.D.R. 26 P.V.C E INV.=739.16 EX. MH. #712 T.C.=755.06 8" S.D.R. 26 P.V.C S INV.=741.69 8" S.D.R. 26 P.V.C N INV.=737.61 8" S.D.R. 26 P.V.C W INV.=737.43 8" S.D.R. 26 P.V.C E INV.=737.09 EX. MH. #720 T.C.=755.45 8" S.D.R. 35 P.V.C S INV.=743.86 8" S.D.R. 26 P.V.C N INV.=743.76 EX. MH. #721 T.C.=754.91 8" S.D.R. 35 P.V.C N INV.=748.26 EX. MH. #722A T.C.=755.68 8" S.D.R. 26 P.V.C E INV.=742.24 8" S.D.R. 26 P.V.C S INV.=737.81 EX. MH. #722 T.C.=756.30 8" S.D.R. 26 P.V.C N INV.=742.86 8" S.D.R. 26 P.V.C W INV.=742.76 EX. MH. #724 T.C.=757.23 8" S.D.R. 26 P.V.C N INV.=743.60 8" S.D.R. 26 P.V.C S INV.=743.52 8" S.D.R. 26 P.V.C W INV.=745.14 EX. MH. #734 T.C.=757.89 8" S.D.R. 35 P.V.C S INV.=748.92 8" S.D.R. 26 P.V.C E INV.=748.82 8" S.D.R. 35 P.V.C N INV.=749.70 EX. MH. #729 T.C.=754.02 8" S.D.R. 35 P.V.C E INV.=749.36 EX. CURB INLET #808 T.C.=755.34 18" R.C.P. SE INV.=750.89 21" R.C.P. W INV.=750.79 EX. CURB INLET #803 T.C.=755.18 18" R.C.P. NW INV.=749.74 21" R.C.P. S INV.=749.64 21" R.C.P. E INV.=749.74 EX. CURB INLET #804 T.C.=754.42 21" R.C.P. N INV.=749.14 24" R.C.P. S INV.=749.04 EX. MANHOLE #802 T.C.=755.43 18" R.C.P. N INV.=749.93 18" R.C.P. SE INV.=749.83 12" R.C.P. W INV.=750.28 EX. MANHOLE #805 T.C.=754.08 24" R.C.P. N INV.=748.55 27" R.C.P. S INV.=748.45 12" R.C.P. W INV.=749.83 EX. DBL. CURB INLET #814 T.C.=754.09 12" R.C.P. E INV.=750.04 EX. CURB INLET #816 T.C.=753.40 12" R.C.P. SE INV.=750.16 EX. MANHOLE #815 T.C.=753.41 27" R.C.P. N INV.=747.98 27" R.C.P. S INV.=747.88 12" R.C.P. NW INV.=749.62 EX. CURB INLET #813 T.C.=755.25 12" R.C.P. W INV.=751.66 12" R.C.P. E INV.=751.56 EX. CURB INLET #812 T.C.=755.32 12" R.C.P. E INV.=751.76 EX. YARD INLET #801 T.C.=755.97 18" R.C.P. N INV.=750.90 18" R.C.P. S INV.=750.80 EX. YARD INLET #800 T.C.=755.77 15" R.C.P. N INV.=751.41 18" R.C.P. S INV.=751.31 EX. YARD INLET #799 T.C.=755.68 15" R.C.P. S INV.=752.05 12" R.C.P. N INV.=752.65 EX. END SECTION #800A 12" R.C.P. S INV.=753.15 EX. BOX CULVERT 116 INV.=747.21 EX. BOX CULVERT 117 INV.=747.19 EX. END SECTION 384 18" R.C.P. 20' Force Main Easement Inst. No.: 2008-043639 EX. DRY DETENTION #2 (DD2) N.P.=750.00 10 YR. ELEV.=751.50 100 YR. ELEV.=753.94 T.O.B.=756.00 EX. BASIN (VS3) N.P.=746.75 EX. BASIN (VS4) N.P.=746.75 EX. YARD INLET #836 T.C.=756.37 12" R.C.P. W INV.=752.50 EX. YARD INLET #825 T.C.=756.44 15" R.C.P. W INV.=751.54 12" R.C.P. E INV.=751.54 EX. MANHOLE #826 T.C.=755.94 27" R.C.P. SW INV.=751.16 18" R.C.P. S INV.=751.25 15" R.C.P. E INV.=751.16 EX. MANHOLE #862 T.C.=756.49 18" R.C.P. E INV.=751.50 18" R.C.P. N INV.=751.45 EX. CURB INLET #827 T.C.=756.18 27" R.C.P. NE INV.=751.00 30" R.C.P. W INV.=751.00 EX. YARD INLET #828 T.C.=755.47 30" R.C.P. E INV.=750.80 30" R.C.P. W INV.=750.80 12" R.C.P. S INV.=751.00 15" R.C.P. N INV.=751.00 EX. CURB INLET #829 T.C.=755.69 30" R.C.P. E INV.=749.97 36" R.C.P. W INV.=749.97 EX. CURB INLET W/2' SUMP #829A T.C.=755.63 36" R.C.P. E INV.=749.91 36" R.C.P. W INV.=749.91 EX. YARD INLET #843 T.C.=755.98 12" R.C.P. N INV.=751.71 EX. END SECTION #830 36" R.C.P. E INV.=749.79 EX. CURB INLET #839 T.C.=757.25 15" R.C.P. N INV.=753.12 EX. MANHOLE #840 T.C.=757.15 15" R.C.P. S INV.=752.91 18" R.C.P. W INV.=752.00 12" R.C.P. E INV.=752.10 EX. MANHOLE #837 T.C.=757.17 12" R.C.P. S INV.=752.91 12" R.C.P. W INV.=752.81 EX. CURB INLET #838 T.C.=757.32 12" R.C.P. N INV.=752.99 EX. CURB INLET #877 T.C.=753.21 12" R.C.P. E INV.=749.70 15" R.C.P. SW INV.=749.70 EX. CURB INLET #876 T.C.=753.69 12" R.C.P. W INV.=749.80 EX. MANHOLE #177 T.C.=754.60 30" R.C.P. NW INV.=748.97 30" R.C.P. S INV.=748.87 EX. END SECTION #178 30" R.C.P. SE INV.=749.81 EX. INLET #881 T.C.=754.04 12" R.C.P. S INV.=750.28 EX. MANHOLE #878 T.C.=755.14 15" R.C.P. NE INV.=749.60 18" R.C.P. SW INV.=749.60 12" R.C.P. N INV.=749.60 EX. YARD INLET #880 T.C.=753.32 18" R.C.P. NE INV.=749.40 18" R.C.P. S INV.=749.40 EX. MANHOLE #870A T.C.=754.01 12" R.C.P. E INV.=747.69 12" R.C.P. S INV.=747.59 EX. END SECTION #871 12" R.C.P. N EX. CURB INLET #811 T.C.=753.06 12" R.C.P. W INV.=749.37 12" R.C.P. E INV.=749.47 EX. CURB INLET #810 T.C.=753.00 12" R.C.P. W INV.=749.63 EX. CURB INLET #850 T.C.=752.46 27" R.C.P. S INV.=747.91 THE GROVE AT THE LEGACY SECTION TWO Inst.#2018030350 PC. #5, Slide #852 THE GROVE AT THE LEGACY SECTION TWO Inst.#2018030350 PC. #5, Slide #85275775 8 756756 751 752 753 THE GROVE AT THE LEGACY SECTION THREE A Inst.#2020004967 PC. #5, Slide #1105 CHERRY CREEK BOULEVARD BIRTHRIGHT WAY WILBUR ROADCHERRY CREEK BOULEVARD ANTIQUITY DRIVE BIRTHRIGHT WAY PICKETT PLACE JAMES DEAN DRIVEJAMES DEAN DRIVESPURR LANECHERRY CREEK BOULEVARD (PRIVATE) (PRIVATE)(PRIVATE)(PRIVATE)EX. 12" FORCEMAIN EX. 8" WATER MAIN EX. 8" WATER MAIN EX. FIRE HYDRANT EX. FIRE HYDRANT EX. 8" WATER MAIN EX. FIRE HYDRANT 50' I.E.E. 30' B-B 30' B-B 50' I.E.E. 30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-BPICKETT PLACE LARSON DRIVE20 FEET FORCE MAIN EASEMENT INSTR. No. 2008043639 * * * * * * (PRIVATE) (PUBLIC) (PRIVATE) 5+11 757.35 0+00 756.60 1+00 757.57 2+00 757.10 3+00 757.60 4+00 757.04 5+00 757.29 0+50 757.48 1+50 757.27 2+50 757.38 3+50 757.34 4+50 756.972+30756.290+00755.961+00756.51 2+00756.430+50756.211+50756.700+00 755.51 1+00 756.32 2+00 755.73 3+00 756.01 4+00756.614+51756.350+50 756.06 1+50 756.03 2+50 755.71 3+50 756.31757.7H.P.757.7756.3 H.P.758.4758.0758.4758.2757.8757.7757.3757.7757.5757.1757.0 756.5 756.3 756.3 755.8 756.2 756.6 756.5 756.5 757.1 756.3 757.1 H.P. 756.3 757.1 757.1 757.1 755.2757.3756.5757.3757.3756.1756.9756.8 756.1 756.2 755.8 H.P. 755.4 756.1 H.P. 755.4 755.9 755.6 HP1+42.93756.71758.6758.7758.8 758.9 758.9 758.9 758.5758.5758.5758.9758.9758.9757.4757.4757.1 757.1756.9756.9757.3756.9756.8LP 1+91.00 757.08 HP 2+96.84 757.60 LP 4+30.44 756.92 GRD.CHG. 0+13.00 756.88 HP 0+78.23 757.66 HP 0+90.67 756.33 LP 2+26.40755.63 HP4+11.38756.63758.2 757.6 755.2 758.8758.4758.8758.7758.2758.2757.7758.2758.0757.6758.3757.4 757.0 757.0 757.1 756.7 757.0 756.3 756.8 756.8 756.5 755.4 756.6755.8 756.3 756.1 757.5 H.P.WILBUR ROAD0.60% -0.60%757.7 39 L.F. SWALE @ 1.00%41 L.F. SWALE @ 1.75%39 L.F. SWALE @ 1.00%82 L.F. SWALE @ 1.12% 755.9 756.5 MLAG 757.3MLAG 757.4MLAG 757.3 MLAG 757.3MLAG 757.1 MLAG 757.3MLAG 757.3MLAG 757.3 MLAG 757.1MLAG 757.3MLAG 756.8 MLAG 756.8 MLAG 757.1MLAG 756.8 MLAG 756.8MLAG 758.1 MLAG 758.3 757.6 MLAG 758.1 MLAG 758.3 MLAG 758.1 MLAG 758.3 MLAG 758.1 MLAG 758.3 MLAG 758.1 MLAG 758.1 MLAG 758.5 MLAG 758.1 MLAG 758.3 MLAG 758.3 MLAG758.3 MLAG 758.3 MLAG758.1 MLAG 758.1 MLAG 758.7 MLAG 758.7 MLAG 758.7 MLAG 758.7 MLAG 758.7 MLAG758.7 MFF 759.2MFF 759.2MFF 759.2MFF 759.6 MFF 759.6 MFF 759.0 MFF 759.0 MFF 759.0MFF 759.6 MFF 759.6 MFF 759.6MFF 759.6MFF 757.8MFF 757.8MFF 757.9MFF 757.8MFF 757.8 MFF 757.4MFF 757.4MFF 757.5MFF 757.5121 L.F. SWALE @ 1.00% 80 L.F. SWALE @ 1.00% 80 L.F. SWALE @ 1.00% 120 L.F. SWALE @ 1.00% 40 L.F. SWALE @ 1.00%756.0M.E.755.4M.E.755.4M.E.755.2M.E.755.5M.E.5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKV.A.R. R/W BIKE PROMENADE V.A.R. R/W BIKE PROMENADE 12' PATH 12' PATH 12' PATHV.A.R. R/W BIKE PROMENADE Basin #878 1.22 Ac. C=0.65 ToC=20.9Ex Basin #850 0.26 Ac. C=0.67 ToC=17.9 Ex Basin #876 0.55 Ac. C=0.52 ToC=34.3 Basin #877 0.22 Ac. C=0.63 ToC=14.4 Basin #868 0.64 Ac. C=0.63 ToC=21.9 Basin #846 0.38 Ac. C=0.65 ToC=18.7 Basin #847 0.55 Ac. C=0.64 ToC=16.7 Basin #867 0.72 Ac. C=0.48 ToC=16.8 Basin #845 0.47 Ac. C=0.48 ToC=10.6 Basin #873 0.55 Ac. C=0.64 ToC=16.9 Basin #875 0.41 Ac. C=0.51 ToC=16.0 Ex Basin #839 0.61 Ac. C=0.67 ToC=12.3 Ex Basin #843 0.17 Ac. C=0.56 ToC=15.2 Ex Basin #836 0.52 Ac. C=0.57 ToC=18.2 Ex Basin #825 0.50 Ac. C=0.57 ToC=9.5 Ex Basin #827 0.94 Ac. C=0.62 ToC=12.9 Ex Basin #828 0.41 Ac. C=0.50 ToC=8.4 Ex Basin #829 0.52 Ac. C=0.57 ToC=13.1 Basin #822 0.86 Ac. C=0.63 ToC=18.6 Basin #865 0.70 Ac. C=0.60 ToC=12.9 Basin #844 0.44 Ac. C=0.57 ToC=7.2 Basin #831 0.50 Ac. C=0.59 ToC=6.8 Basin #864 0.41 Ac. C=0.58 ToC=7.3 Basin #864A 0.41 Ac. C=0.58 ToC=8.5 Basin #835 0.18 Ac. C=0.58 ToC=16.4 Basin #874 0.08 Ac. C=0.53 ToC=18.5 Ex Basin #838 0.53 Ac. C=0.69 ToC=12.0 Basin #876 0.06 Ac. C=0.71 ToC=11.6 S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942File Name: S:\55115\dwg\Basin\Basin Maps - The Grove Revised 2-13-2020.dwg - GROVE SEC 4 PIPE SIZINGModified / By: May 28, 2020 5:56:43 PM / cespositoPlotted / By: May 29, 2020 2:30:54 PM / Christian Esposito0 50'25'50' 1" = 50 FT LEGEND BASIN BREAKLINE STORM SEWER PIPE 09/11/20