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HomeMy WebLinkAboutC200 Site Development Plan-C201ELECTRIC BOX APARTMENT BUILDING SAND TRAP 84 7 84747 8488 48 849850851851MOHAWK WB LLC * * * * * * * * ** ** PVMT PVMTEast Auman Drive73 74 75 76 77 78 79 80 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 MATCHLINE " " SHEET A C200 MATCHLINE " "SHEET BC202MFPG843.9 MLAG843.MFPG844.5MLAG844.5MFPG846.75 MLAG846.75 MFPG 844.5 MLAG 844.5 MFPG 844.5 MLAG 844.5 MFPG 846.85 MLAG 846.85 MFPG846.15 MLAG 846.15 MFPG 846.15MLAG846.15MFPG 845.2 MLAG845.2 MFPG844.9 MLAG 844.9MFPG 846.15 MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG846.15MFPG846.15MLAG846.15 MFPG846.15 MLAG 846.15MFPG846.25MLAG846.25 MFPG 846.15MLAG 846.15MFPG847.25 MLAG 847.25 MFPG 847.15 MLAG 847.15 MFPG 846.7 MLAG846.7MFPG 846.45MLAG 846.45MFPG 846.85MLAG 846.85MFPG 847.35MLAG 847.35847.85847.85MFPG847.05 MLAG847.05MFPG847.95MLAG 847.95MFPG848.85 MLAG 848.85MLAG843.9MFPG 843.9MFPG846.2MLAG846.2MFPG 844.5MLAG 844.5MFPG844.5MLAG 844.5MFPG 848.05MLAG848.05 MFPG 848.55MLAG848.55 849.05849.05 MFPG 847.55MLAG 847.55MFPG847.15MLAG847.15MFPG846.65MLAG846.65MFPG846.15 MLAG846.15MFPG 846.55MLAG 846.55MFPG 846.75MLAG 846.75MFPG 846.15MLAG 846.15MFPG 846.95 MLAG846.95 MFPG 846.95 MLAG 846.95 MFPG 846.95 MLAG 846.95 MFPG 847.25 MLAG 847.25 MFPG 847.25 MLAG 847.25 MFPG 847.25 MLAG 847.25 MF MLAGMFPG 845.75MLAG845.75MFPG846.75MLAG 846.75MFPG846.05MLAG 846.05MFPG 846.75MLAG 846.75MFPG 846.15 MLAG 846 46' R/W 5' BL5' BL 5' BL 5' B.L.10' D.&.U.E.10' D.&.U.E. EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. 50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL 10' D.&.U.E.10' D.&.U.E. 10' B.L.VAR. B.L. 1 0' B . L . EX. 50' R/W 5' BL 10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL 5' BL 5.5' P.A.E.> o o o > o o o > o o o > o o o > o o o > o o oW W W W W W W W W WWW W W W W W W W W W W WW10' ASPHALT PATH 10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S D D 812 811A 811 805 845.7 122 845.3 123 845.2 124 845.6 125 844.6 126 844.6 127 845.6 128 845.8 129 846.1 130 846.4 131 845.1 132 844.6 133 845.0 134 845.5 135 845.0 136 844.6 142 845.2 143 846.1 144 844.3 167 844.6 166 845.1 165 845.5 164 846.0 163 846.5 162 847.0 161 847.5 846.9 145 845.6 107109-846.2 110 112 - 846.7 113115 - 846.9 116118 - 845.8 119121 - 845.8846.4 847.0 847.1 846.5845.9 846.3 845.7846.5 846.4 846.2 846.5 846.1 845.7 846.0 846.3 845.8846.3 845.4846.3 846.2 845.0 845.4845.6 845.3 845.2 844.9844.4 844.8 845.0845.3 844.8 844.1 845.8 846.0846.2 846.2 845.9 845.5 845.5 845.3 845.1 845.0 845.1 844.7 844.5 845.0 844.7 844.2 844.3844.6 844.9 844.3 845.4 844.5 844.9845.9 845.3846.4 846.8 845.7 846.1847.3 847.8 846.6847.2 848.1 847.0 846.8 846.7 844.5 844.9 846.3 847.2 846.3 845.5 845.9 846.2 845.8 846.4 847.0 846.9 846.3 845.7845.2 846.6 H.P. 845.9 845.1844.2 232 L.F. SWALE @ 1.05% 276 L.F. SWALE @ 1.01%> o o o > o o o > o o o > o o o > o o o5' SIDEWALK40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private) ASTOR LANE(Private)LAGERFIELD DRIVE (Public) TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK21' I.E.E. B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.B-B 21' I.E.E. B-B 21' I.E.E.B-B× × × × × × × × × × × × × 845.0 M.E. 845.2 M.E. 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK W W 845.3 845.2 21' I.E.E. B-B 20' B-B 20' B-B 30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 453 476 475 494 477 478 479 472B 472A 435A 436A 469 478A T.C.=846.02 T.C.=845.65 T.C.=847.71 845.3 M.E. 845.1845.0 Gramercy Development Partners, LLC Inst. No.: 2006-072083 (Tract II) LOT # MLAG GAR MFF GAR. LIP HIGH SIDE HIGH SIDE HIGH SIDE Elevation Drive Slope 70 844.75 845.25 845.70 845.13 843.99 5 71 845.10 845.60 846.05 845.48 843.95 5 72 845.10 845.60 846.05 845.48 843.95 5 73 845.25 845.75 846.20 845.63 844.34 5 74 845.65 846.15 846.60 846.03 844.74 5 75 845.95 846.45 846.90 846.33 845.14 5 76 846.05 846.55 847.00 846.43 845.32 5 77 846.05 846.55 847.00 846.43 845.30 5 78 845.85 846.35 846.80 846.23 845.09 5 79 844.95 845.45 845.90 845.33 844.11 5 80 844.45 844.95 845.40 844.83 843.89 5 81 844.45 844.95 845.40 844.83 843.67 5 82 844.25 844.75 845.20 844.63 843.46 5 83 844.05 844.55 845.00 844.43 843.24 8 84 843.85 844.35 844.80 844.23 843.06 18 85 843.65 844.15 844.60 844.03 842.82 8 86 845.45 845.95 846.40 845.83 842.58 5 87 843.30 843.80 844.25 843.68 842.34 6 88 843.30 843.80 844.25 843.68 842.08 8 89 845.85 846.35 846.80 846.23 844.66 24 90 845.85 846.35 846.80 846.23 844.89 14 91 845.85 846.35 846.80 846.23 845.04 6 92 846.35 846.85 847.30 846.73 845.12 5 93 846.35 846.85 847.30 846.73 845.42 5 94 846.35 846.85 847.30 846.73 845.58 5 95 846.35 846.85 847.30 846.73 845.61 5 96 846.35 846.85 847.30 846.73 845.55 5 97 846.35 846.85 847.30 846.73 845.10 5 98 845.75 846.25 846.70 846.13 844.96 5 99 845.75 846.25 846.70 846.13 844.66 5 100 845.75 846.25 846.70 846.13 844.18 5 101 845.65 846.15 846.60 846.03 844.12 5 102 845.65 846.15 846.60 846.03 844.56 5 103 845.65 846.15 846.60 846.03 844.84 5 104 846.45 846.95 847.40 846.83 844.93 5 105 846.45 846.95 847.40 846.83 845.37 5 106 846.45 846.95 847.40 846.83 845.61 5 107 847.25 847.75 848.20 847.63 845.74 5 108 847.25 847.75 848.20 847.63 846.17 5 109 847.25 847.75 848.20 847.63 846.42 5 110 847.25 847.75 848.20 847.63 846.54 5 111 847.25 847.75 848.20 847.63 846.69 5 112 847.25 847.75 848.20 847.63 846.49 5 113 847.15 847.65 848.10 847.53 846.40 5 114 847.15 847.65 848.10 847.53 846.23 5 115 847.15 847.65 848.10 847.53 846.13 5 116 847.25 847.75 848.20 847.63 846.19 5 117 847.25 847.75 848.20 847.63 846.47 5 118 847.25 847.75 848.20 847.63 846.54 5 119 847.25 847.75 848.20 847.63 846.51 5 120 847.25 847.75 848.20 847.63 846.34 5 121 847.25 847.75 848.20 847.63 846.12 6 122 846.85 847.35 847.80 847.23 846.09 56 123 846.75 847.25 847.70 847.13 845.95 18 124 846.55 847.05 847.50 846.93 845.74 13 125 846.20 846.70 847.15 846.58 845.34 13 126 846.15 846.65 847.10 846.53 844.92 5 127 846.15 846.65 847.10 846.53 845.09 5 128 846.95 847.45 847.90 847.33 846.14 5 129 846.95 847.45 847.90 847.33 846.25 5 130 846.95 847.45 847.90 847.33 846.20 5 131 846.75 847.25 847.70 847.13 845.99 5 132 846.75 847.25 847.70 847.13 845.59 5 133 845.75 846.25 846.70 846.13 844.84 5 134 846.05 846.55 847.00 846.43 845.13 5 135 846.75 847.25 847.70 847.13 845.89 5 136 846.15 846.65 847.10 846.53 845.26 5 137 845.75 846.25 846.70 846.13 844.96 5 138 845.45 845.95 846.40 845.83 844.63 5 139 845.05 845.55 846.00 845.43 844.29 5 140 844.75 845.25 845.70 845.13 843.96 5 LOT # MLAG GAR MFF GAR. LIP HIGH SIDE HIGH SIDE HIGH SIDE Elevation Drive Slope 141 844.45 844.95 845.40 844.83 843.62 5 142 846.25 846.75 847.20 846.63 845.08 13 143 847.05 847.55 848.00 847.43 845.87 13 144 847.95 848.45 848.90 848.33 846.72 13 145 848.85 849.35 849.80 849.23 847.57 13 146 849.65 850.15 850.60 850.03 848.42 13 147 850.55 851.05 851.50 850.93 849.27 13 148 853.25 853.75 854.20 853.63 851.94 12 149 854.55 855.05 855.50 854.93 853.15 12 150 855.65 856.15 856.60 856.03 854.35 12 151 855.35 855.85 856.30 855.73 854.57 5 152 854.85 855.35 855.80 855.23 854.06 5 153 854.15 854.65 855.10 854.53 853.34 5 154 853.40 853.90 854.35 853.78 852.62 5 155 852.75 853.25 853.70 853.13 851.90 5 156 851.95 852.45 852.90 852.33 851.18 5 157 849.95 850.45 850.90 850.33 849.66 5 158 849.95 850.45 850.90 850.33 849.20 5 159 849.55 850.05 850.50 849.93 848.72 5 160 849.05 849.55 850.00 849.43 848.24 5 161 848.55 849.05 849.50 848.93 847.76 5 162 848.05 848.55 849.00 848.43 847.28 5 163 847.55 848.05 848.50 847.93 846.80 5 164 847.15 847.65 848.10 847.53 846.32 5 165 846.65 847.15 847.60 847.03 845.84 5 166 846.15 846.65 847.10 846.53 845.35 5 167 846.15 846.65 847.10 846.53 844.87 5 168 853.95 854.45 854.90 854.33 852.08 5 169 853.65 854.15 854.60 854.03 852.08 5 170 853.45 853.95 854.40 853.83 851.89 5 171 853.15 853.65 854.10 853.53 851.67 5 172 852.65 853.15 853.60 853.03 851.46 5 173 852.65 853.15 853.60 853.03 851.24 5 174 852.45 852.95 853.40 852.83 851.02 5 175 851.55 852.05 852.50 851.93 850.81 5 176 851.25 851.75 852.20 851.63 850.59 5 177 851.15 851.65 852.10 851.53 850.34 5 178 850.65 851.15 851.60 851.03 849.72 5 179 851.55 852.05 852.50 851.93 849.53 5 180 851.55 852.05 852.50 851.93 849.79 5 181 851.55 852.05 852.50 851.93 850.62 5 182 851.55 852.05 852.50 851.93 850.81 5 183 851.85 852.35 852.80 852.23 850.88 5 184 851.85 852.35 852.80 852.23 851.02 5 185 851.85 852.35 852.80 852.23 851.31 5 186 851.85 852.35 852.80 852.23 851.46 5 187 852.75 853.25 853.70 853.13 851.53 5 188 852.75 853.25 853.70 853.13 851.78 5 189 852.75 853.25 853.70 853.13 851.93 5 190 852.85 853.35 853.80 853.23 850.00 5 191 852.85 853.35 853.80 853.23 852.14 5 192 852.85 853.35 853.80 853.23 852.38 5 193 852.85 853.35 853.80 853.23 852.25 5 194 853.35 853.85 854.30 853.73 852.02 5 195 853.35 853.85 854.30 853.73 852.33 5 196 853.35 853.85 854.30 853.73 852.51 5 197 854.05 854.55 855.00 854.43 852.66 5 198 854.05 854.55 855.00 854.43 852.95 5 199 854.05 854.55 855.00 854.43 853.13 5 200 854.05 854.55 855.00 854.43 853.28 9 201 854.55 855.05 855.50 854.93 853.33 7 202 854.55 855.05 855.50 854.93 853.60 12 203 854.55 855.05 855.50 854.93 853.79 26 204 855.25 855.75 856.20 855.63 853.90 5 205 855.25 855.75 856.20 855.63 854.21 5 206 855.25 855.75 856.20 855.63 854.38 5 207 855.65 856.15 856.60 856.03 854.46 5 208 855.65 856.15 856.60 856.03 854.68 5 209 855.65 856.15 856.60 856.03 854.81 5 210 856.00 856.50 856.95 856.38 854.87 5 211 856.00 856.50 856.95 856.38 855.10 5 LOT # MLAG GAR MFF GAR. LIP HIGH SIDE HIGH SIDE HIGH SIDE Elevation Drive Slope 212 856.00 856.50 856.95 856.38 855.22 5 213 856.00 856.50 856.95 856.38 855.29 5 214 856.00 856.50 856.95 856.38 855.51 5 215 856.00 856.50 856.95 856.38 855.64 5 216 856.00 856.50 856.95 856.38 853.87 13 217 854.70 855.20 855.65 855.08 853.73 13 218 855.30 855.80 856.25 855.68 854.06 13 219 855.30 855.80 856.25 855.68 854.42 13 220 855.55 856.05 856.50 855.93 854.76 13 221 855.65 856.15 856.60 856.03 854.97 13 222 855.45 855.95 856.40 855.83 854.67 5 223 855.45 855.95 856.40 855.83 854.64 5 224 855.25 855.75 856.20 855.63 854.45 5 225 855.05 855.55 856.00 855.43 854.26 5 226 855.00 855.50 855.95 855.38 854.07 5 227 854.75 855.25 855.70 855.13 853.91 5 228 854.55 855.05 855.50 854.93 853.73 5 229 854.70 855.20 855.65 855.08 853.57 5 230 855.35 855.85 856.30 855.73 854.63 8 231 855.35 855.85 856.30 855.73 854.59 5 232 855.15 855.65 856.10 855.53 854.42 5 233 855.05 855.55 856.00 855.43 854.25 5 234 854.80 855.30 855.75 855.18 854.05 5 235 854.55 855.05 855.50 854.93 853.81 5 236 854.35 854.85 855.30 854.73 853.56 15 237 853.30 853.80 854.25 853.68 852.32 5 238 853.30 853.80 854.25 853.68 852.09 5 239 853.50 854.00 854.45 853.88 851.84 5 22.80% 42.00% 42.00% 37.20% 37.20% 35.20% 33.60% 34.00% 34.20% 35.80% 30.20% 34.60% 34.80% 22.00% 9.67% 22.25% 76.40% 31.83% 27.12% 8.92% 13.64% 29.33% 43.60% 37.60% 34.40% 33.80% 35.00% 44.00% 34.80% 40.80% 50.40% 49.60% 40.80% 35.20% 49.40% 40.60% 35.80% 49.20% 40.60% 35.60% 33.20% 30.20% 34.20% 34.00% 37.40% 39.40% 40.20% 34.60% 33.20% 33.80% 37.20% 34.67% 3.05% 9.72% 13.54% 13.92% 43.60% 40.20% 35.20% 33.00% 34.00% 34.20% 42.20% 37.20% 37.40% 36.20% 36.80% 34.80% 35.40% 34.20% 34.80% 35.60% 16.31% 16.38% 16.77% 17.15% 16.77% 17.15% 18.83% 19.58% 18.75% 34.60% 34.80% 35.20% 34.60% 36.00% 34.40% 24.80% 34.00% 35.60% 35.20% 34.80% 34.40% 34.00% 35.60% 35.20% 35.00% 44.60% 56.40% 50.40% 50.20% 48.60% 42.80% 47.20% 47.60% 33.80% 32.20% 35.20% 37.60% 59.40% 54.20% 37.60% 33.80% 38.40% 35.60% 29.80% 26.80% 43.40% 38.40% 35.40% 76.00% 33.20% 28.40% 31.00% 45.60% 39.40% 35.80% 46.80% 41.00% 37.40% 19.11% 31.00% 15.83% 6.58% 46.00% 39.80% 36.40% 42.80% 38.40% 35.80% 41.60% 37.00% 34.60% 33.20% 28.80% 26.20% 23.69% 14.77% 16.85% 14.08% 13.38% 12.54% 34.60% 35.20% 35.00% 34.80% 37.60% 35.80% 35.40% 41.60% 20.88% 34.20% 33.60% 35.00% 34.00% 33.80% 11.60% 38.60% 43.20% 52.20%DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.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: 317.849.5942SITE DEVELOPMENT PLANC201 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D EHVADI R J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF S File Name: S:\65840BKM-S3\DWG\C200 Site Development Plan.dwg - C201Modified / By: November 18, 2020 7:33:03 AM / kmitchellPlotted / By: November 18, 2020 9:03:05 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 REVISED FFE MLAG & MFPG ELEVATIONS KJJM11/17/20 LEGEND Denotes Construction Limits EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FOUNTAIN EMERGENCY FLOOD ROUTE LOT NUMBER PAD ELEVATION PROPOSED 6" UNDERDRAINS UNDER PUBLIC ROADS FINISH FLOOR ELEVATION IS BASED OFF OF THE BELOW 1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST. 2. 6" (0.5') ABOVE THE MLAG MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEET ABOVE THE 100-YEAR ELEVATION. S 848.0 870 W > o o oXX XXX.X FFE 123.4 á NOTE EXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS LABELED BASED OFF OF DESIGNED ELEVATIONS AND SIZES. PLEASE REFER TO ASBUILT INFORMATION FROM PREVIOUS SECTION 1 WHEN AVAILABLE PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES WITHIN THIS SET OF PLANS. ASBUILTS NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED. 12/04/20