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HomeMy WebLinkAboutC205 Emergency Flood Route-C20540' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E.50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E.10' D.&.U.E. 21' I.E.E.5' BL 5' BL5' BL 5' BL 5' BL 5' B.L.5' B.L.10' D.&.U.E. 5' B.L. & U.E. 5' BL 5' BL5' BL5' BL VAR. B.L. VAR. D.U.&U.E.&L.M.A.E. EX. 50' R/W 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' D.&.U.E.5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. 40' SETBACK 40' SETBACK 10' D.&.U.E. 10' D.&.U.E. 26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E. 10' B.L.&D.&.U.E. VAR. D.U.& L.M.A.E.&P.A.E.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.& U.E.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E. 5' B.L. & U.E.5' B.L.&U.E.Auman Drive EastEX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E. 5' B.L.& U.E. 5' B.L.& U.E. 5' B.L.& U.E. 5' B.L.& U.E. 40' SETBACK 5' B.L.5' B.L.10' B.L.&D.&.U.E. 10 ' B . L . & D . & . U. E. CROSSWALK CROSSWALKCROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W WW W W W W W W W W W W W W W W W10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH 10' ASPHALT PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S4+02851.790+00849.301+00850.732+00851.423+00852.104+00851.810+50850.271+50851.082+50 851.763+50851.875+09 855.44 0+00851.791+00852.502 + 0 0 8 5 3 . 3 4 4+00 854.79 5+00 855.39 0+50 852.081+50852.922+50 853.76 3+50 854.49 4+50 855.09 5+89854.672+00847.433+00848.954+00850.645+00852.91 1+50846.672+50848.193+50849.704+50851.775+50854.044+22854.990+00854.671+00854.32 2+00854.193+00 853.514+00854.530+50854.621+50 854.03 2+50853.813+50853.605+69851.412+00845.563+00847.114+00849.625+00850.701+50844.872+50 846.343+50847.894+50850.195+50851.211+96852.730+00851.411+00 852.01 0+50851.711+50852.311+27 850.11 0+00 847.80 1+00 849.55 0+50 848.50 3+62852.73 -0+08848.900+00848.961+00849.932+00850.963+00851.990+50849.411+50850.442+50851.473+50 852.502+36 853.14 0+00 850.92 1+00 852.45 2+00 852.65 0+50 851.78 1+50 852.78 1+88 854.45 1+00 854.19 0+50 854.09 1+50 853.78 D 822 820 821 819 817 807 816 812 144 846.0 163 846.5 162 847.0 161 847.5 160 848.0 159 848.4 158 848.9 157 848.6 147 846.9 145 847.8 146 851.0 148 852.3 149 853.6 150 854.6 221 850.2 156 850.9 155 851.6 154 852.4 153 853.1 152 853.8 151 854.3 222 854.1 223 854.0 224 853.8 225 853.6 226 854.0 219 854.2 220 849.9 178 849.9 177 850.1 176 850.3 175 850.4 174 850.6 173 850.8 172 851.0 171 851.2 170 851.4 169 851.4 168 853.4 236853.3 235 853.5 234 853.8 233 853.9 232 854.1 231 854.1 230 853.4 216 853.4 217 853.6 218 853.1 229 853.2 228 853.4 227 848.9 850.1 179 182- 850.6 183186- 851.1 187 189- 851.5 190 193- 851.6 239 851.6 238 851.9 237 852.4 194 196- 852.4 197 200- 853.1 201 203- 855.0 213215- 854.6 210 212- 853.6 204 206- 846.8 845.7 846.1847.3 847.8 846.6 847.1848.3 848.8 847.6 848.0849.2 848.3 847.7 849.8848.6 848.9 847.2 848.1 847.0 850.1849.9 851.2 850.6 851.0852.0 852.7 851.3 851.6853.4 854.1 851.9 854.6 852.3 854.7 852.5 854.5 852.6 854.3 852.8 854.1 853.0 853.4 853.9 853.5 854.5 854.2 853.6 853.4 854.8 854.9854.7 849.2 849.6 850.8 851.5 852.0 852.1 847.2 851.3850.8 852.1 852.5 853.8853.4 854.3 854.2 853.6 853.9 853.1 853.7 854.5 854.0 847.7 849.6 849.2 849.4 851.4 849.4 849.8 850.4 850.5 850.7 850.9 851.1 851.3 851.5 851.7 851.8 851.8 853.2 852.9 852.7 852.4 851.8 851.9 851.7 850.8 850.5 850.2 849.9 851.7851.9 853.3 852.9 852.6 852.3 852.1 852.4 851.8 852.6 851.0 851.7 851.2 853.3 852.1 853.8 853.8853.9 853.4 854.5 854.5854.6 854.9 855.3 854.5854.8 855.7 853.6 854.0 853.8 853.4 853.3 853.1 853.6 853.4 853.4 852.8 853.5 854.0 853.8 853.6 853.4 853.2 852.3 852.6 854.6 854.4 854.3 854.1 853.8 853.6 852.5 M.E.853.4 M.E. 853.2 M.E. 852.3 M.E. 853.3 M.E. 853.4 207 209-> o o o > o o o> o o o> o o o > o o oGRD.CHG.1+85.50854.08GRD.CHG. 1+95.50854.28GRD.CHG.2+05.50854.08LP1+63.15854.00LP3+20.32853.43HP0+20.37854.755' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK 10' PATH5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.CROSSWALK VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E. 5' D.&U.E.GILDER DRIVE (Private)ASTOR LANE(Private) MADELYN DRIVE(Private)BARRYMORE DRIVE (Public) MADELYN DRIVE(Private) TEMPLETON DRIVE(Public) TEMPLETON DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public) POWELL WAY (Private)MADELYN DRIVE(Private) TEMPLETON DRIVE(Public)ASTOR LANE(Private) ASTOR LANE(Private) 91.5' R/W50' R/W5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 91.5' R/W 91.5' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 20' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B21' I.E.E. B-B CROSSWALK 21' I.E.E. B-B × × × × ×× × × × × × × × × × × × × × × × × × × × × × × 847.3 M.E. 846.6 853.2 852.6 107 L.F. SWALE @ 1.00% 107 L.F. SWALE @ 1.00%818 5' SIDEWALK 5' SIDEWALK SIDEWALK ADJACENT TO CURB. SEE DETAIL C802 50' R/W8' (TYP.)22'(TYP.)20' B-B 20' B-B 20' B-B 20' B-B 20' B-B 20' B-B 20' B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9' (TYP.) 20' (TYP.)9'(TYP.)9' (TYP.) 20'(TYP.)9' (TYP.) 8' (TYP.)8'(TYP.)8'(TYP.)8' (TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3 SECTION 4 SECTION 3 510 509 507 504 506 503 513 508 514 502A 498 497 511 517 499 496 502B 518 502 417 512 501 495 500 493 492 457 491 453 494 502C 5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. T.C.=847.71 T.C.=854.67 T.C.=853.57 T.C.=854.99 T.C.=853.60 T.C.=853.11 T.C.=852.14 5' SIDEWALK 5' SIDEWALK SAND TRAPS SAND TRAPS SAND TRAP * * ** 12"x8" TEE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT HYDRANT HYDRANT 8" VALVE East City Center Drive Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH EX. 10' ASPHALT PATHEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64 65 67 68 69 Lot 90 70 71 72 73 EX. 4' MH #807 T.C.=849.59 8" S.D.R. 35 P.V.C S INV.=841.92 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. MANHOLE #414 T.C.=848.72 15" R.C.P. N INV.=843.50 15" R.C.P. S INV.=843.40 12" R.C.P. W INV.=843.80 EX. CURB INLET #416 T.C.=848.58 12" R.C.P. E INV.=844.48 EX. CURB INLET #415 T.C.=848.63 12" R.C.P. W INV.=844.00 12" R.C.P. E INV.=843.90 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 24" R.C.P. N INV.=841.44 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. CURB INLET #426 T.C.=845.78 15" R.C.P. E INV.=840.46 18" R.C.P. SE INV.=840.36 EX. CURB INLET #413 T.C.=845.74 15" R.C.P. N INV.=840.90 15" R.C.P. W 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 #454 T.C.=844.89 12" R.C.P. W 850.5 851.2 848.7 847.7 847.3 853.3 852.3 853.7 855.0 852.2 852.2 852.5 854.3 854.3 854.0 853.2 846.8 EX. MATCHLINE " " SHEET A C205 MFPG855.3 MLAG 855.3 MFPG 855.0MLAG855.0MFPG855.0MLAG855.0MFPG 854.2 MLAG854.2MFPG 854.7MLAG854.7MFPG 855.3 MLAG855.3MFPG 854.7MLAG 854.7MFPG 854.7MLAG 854.7MFPG 856.0 MLAG 856.0 MFPG854.7MLAG854.7MFPG 856.0 MLAG 856.0 MFPG 856.0 MLAG856.0 MFPG 854.7MLAG 854.7MFPG854.3 MLAG 854.3 MFPG853.3 MLAG 853.3 MFPG 853.3 MLAG 853.3 MFPG 853.3MLAG 853.3MFPG853.3 MLAG 853.3MFPG 853.5MLAG 853.5MFPG 853.5MLAG853.5MFPG853.2MLAG 853.2MFPG853.2 MLAG 853.2MFPG 853.2 MLAG 853.2 MFPG 856.0MLAG 856.0MFPG856.0MLAG 856.0MFPG 846.45MLAG 846.45MFPG 846.85MLAG 846.85MFPG 847.35MLAG 847.35MFPG 847.85MLAG 847.85MFPG 848.35MLAG 848.35MFPG 848.75MLAG 848.75MFPG 849.05MLAG 849.05MFPG 851.35MLAG 851.35MFPG 844.9MLAG 844.9MFPG 851.75MLAG 851.75MFPG 852.05MLAG 852.05MFPG 852.35MLAG 852.35MFPG 852.65MLAG 852.65MFPG 853.05MLAG 853.05MFPG855.05 MLAG855.05MFPGMLAGMFPG848.85MLAG 848.85MFPG849.65 MLAG 849.65MFPG 850.55MLAG850.55MFPG852.55MLAG852.55MFPG852.45MLAG852.45MFPG852.25MLAG852.25MFPG852.05MLAG852.05MFPG851.85MLAG851.85MFPG851.65MLAG851.65MFPG851.45MLAG851.45MFPG851.25MLAG851.25MFPG851.15MLAG851.15MFPG850.55MLAG850.55MFPG849.7 MLAG 849.7MFPG 849.7MLAG849.7MFPG849.7MLAG849.7MFPG851.5MLAG 851.5MFPG853.35MLAG853.35MFPG853.3 MLAG 853.3 MFPG853.3 MLAG 853.3 MFPG853.3 MLAG 853.3 MFPG853.3 MLAG 853.3 MFPG 853.3 MLAG 853.3 MFPG853.3MLAG 853.3MFPG 851.5MLAG851.5MFPG 855.65 MLAG855.65 MFPG855.25 MLAG855.25 MFP G 8 5 4 . 5 5 M L A G 8 5 4 . 5 5 MFPG 851. 5MLAG 851 . 5 MFPG 854.05MLAG854.05MFPG 854.7 MLAG 854.7 MFPG 854.7 MLAG 854.7 MFPG 855.35 MLAG 855.35 MFPG 855.35 MLAG 855.35 MFPG 855.15 MLAG 855.15 MFPG 855.05 MLAG 855.05 MFPG 854.8 MLAG 854.8 MFPG 854.55 MLAG 854.55 MFPG854.35 MLAG854.35 MFPG 854.55MLAG854.55 MFPG 854.75MLAG854.75 MFPG 853.95MLAG853.95MFPG853.2MLAG 853.2MFPG855.55MLAG855.55MFPG 853.65MLAG 853.65MFPG 852.85MLAG 852.85MFPG855.65MLAG855.65MFPG855.65MLAG855.65MFPG854.55MLAG854.55MFPG853.25 MLAG853.25MFPG848.05MLAG848.05MFPG848.55MLAG848.55MFPG849.05MLAG849.05MFPG849.55MLAG849.55MFPG849.95MLAG849.95MFPG849.95MLAG849.95MFPG851.95MLAG851.95MFPG855.25 MLAG 855.25MFPG855.45 MLAG 855.45MFPG855.45 MLAG 855.45MFPG855.35 MLAG 855.35MFPG854.85 MLAG 854.85MFPG854.15 MLAG 854.15MFPG853.40MLAG 853.40MFPG852.75MLAG 852.75MFPG 853.25MLAG 853.25MFPG 853.35MLAG 853.35MFPG 853.55MLAG 853.55MFPG 853.05MLAG 853.05MFPG 853.45MLAG 853.45MFPG 853.15MLAG 853.15MFPG 852.65MLAG 852.65MFPG 852.65MLAG 852.65MFPG 852.45MLAG 852.45MFPG 851.55MLAG 851.55MFPG 851.25MLAG 851.25MFPG 850.95 MLAG 850.95 MFPG 850.65MLAG850.65MFPG 852.75MLAG852.75MFPG 851.85MLAG 851.85MFPG 851.55MLAG 851.55MFPG 847.55MLAG 847.5540' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/W 5' BL5' BL 5' BL 5' B.L.10' D.&.U.E.10' D.&.U.E. EX. 50' R/W 5' BL 5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L. 5' BL VAR. D.U.& L.M.A.E.& P.A.E. 10' D.&.U.E.10' D.&.U.E. 40' SETBACK 10' B.L.VAR. B.L. 1 0 ' B . L . 10' P.A.E.10' P.A.E. 10' P.A.E. 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' B L 5' BL 5' BL 5' BL 5' BL 5' BL5' BL 5' BL 5.5' P.A.E.VAR. S.L.E. 10'10'10'10' VAR. S.L.E. VAR. S.L.E. 10'15' 10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK > o o o > o o o > o o o > o o o > o o o >W 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 0+80844.200+50845.087+10844.682+00 845.93 3+00 846.19 4+00 846.19 5 + 0 0 8 4 5 . 8 36+00845.207+00 844.701+50 845.35 4+50 846.21 5+50 845.516+50844.880+00844.681+00845.91 2+00847.430+50845.161+50846.672+38 845.93 0+00 843.99 1+00 844.73 2+00 845.60 0+50 843.69 1+50 845.17 0+50843.410+00843.830+00843.411+00844.262+00845.560+50843.641+50844.87D D 812 811A 811 805 845.7 122 845.3 123 845.2 124 845.6 125 844.6 126 844.6 127 845.6 128 845.8 129 846.1 130 846.4 131 845.1 132 844.6 133 845.0 134 845.5 135 845.0 136 844.6 142 845.2 143 846.1 144 844.3 167 844.6 166 845.1 165 845.5 164 846.0 163 846.5 162 847.0 161 847.5 846.9 145 845.6 107 109- 846.2 110 112- 846.7 113115 - 846.9 116 118- 845.8 119 121 - 845.8846.4 847.0 847.1 846.5845.9 846.3 845.7846.5846.4 846.2 846.5 846.1 845.7 846.0 846.3 845.8846.3 845.4846.3 846.2 845.0 845.4845.6 845.3 845.2 844.9844.4 844.8 845.0845.3 844.8 844.1 845.8846.0846.2846.2 845.9 845.5 845.5 845.3 845.1 845.0 845.1 844.7 844.5 845.0 844.7 844.2 844.3 844.6 844.9 844.3 845.4 844.5 844.9845.9 845.3846.4 846.8 845.7 846.1847.3 847.8 846.6 847.2 848.1 847.0 846.8 846.7 844.5 844.9846.3 847.2 846.3 845.5 845.9 846.2 845.8 846.4 847.0 846.9 846.3 845.7 845.2 846.6 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 oGRD.CHG.4+75.00 845.98GRD.CHG.6+70.39844.75GRD.CHG. 6+80.39844.96GRD.CHG.6+90.39844.75HP 2+57.54 846.47 LP 3+49.06 845.88 HP 4+26.57 846.32 5' SIDEWALK5' B.L. 5' B.L. 5' B.L.5' B.L. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.40' 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' SIDEWALK 5' 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 16 T.C.=846.02 T.C.=845.65 T.C.=847.71 CROSSWALK845.3 M.E. 845.1845.0 ELECTRIC BOX APARTMENT BUILDING SAND TRAP * * * * * * * * ** ** 8" TEE 8" TEE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE 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.=838.65 843.4843.7 845.0 EX. 845.7 843.5 843.7 844.2 844.7 MLAG843.9MFPG 843.9845.2 EX. MATCHLINE " " SHEET A C205 MATCHLINE " "SHEET BC206MFPG843.9 MLAG843.9MFPG 844.5MLAG844.5MFPG 846.75 MLAG846.75 MFPG844.5 MLAG844.5 MFPG 844.5 MLAG844.5 MFPG 846.85 MLAG 846.85 MFPG846.15 MLAG 846.15 MFPG 846.15 MLAG 846.15 MFPG 845.2 MLAG845.2 MFPG 844.9 MLAG 844.9MFPG 846.15MLAG 846.15MFPG846.15MLAG846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG846.15MFPG846.15MLAG846.15MFPG 846.25MLAG846.25MFPG846.15MLAG846.15MFPG847.25 MLAG847.25 MFPG 847.15 MLAG 847.15 MFPG 846.7 MLAG 846.7 MFPG 846.45MLAG846.45MFPG 846.85MLAG846.85MFPG 847.35MLAG847.35847.85847.85 MFPG 847.05MLAG 847.05MFPG 847.95MLAG 847.95MFPG 848.85MLAG 848.85MFPG 846.2MLAG846.2MFPG844.5MLAG844.5MFPG844.5MLAG844.5MFPG 848.05MLAG 848.05MFPG 848.55MLAG 848.55849.05849.05MFPG847.55MLAG847.55MFPG 847.15 MLAG 847.15 MFPG 846.65MLAG 846.65MFPG 846.15MLAG 846.15MFPG846.55MLAG846.55MFPG846.75MLAG846.75MFPG846.15MLAG 846.15MFPG 846.95 MLAG 846.95 MFPG 846.95 MLAG 846.95 MFPG 846.95 MLAG 846.95 MFPG 847.25 MLAG 847.25 MFPG847.25 MLAG847.25 MFPG 847.25 MLAG 847.25 MFPG MLAGMFPG845.75MLAG 845.75MFPG846.75MLAG846.75MFPG 846.05MLAG846.05MFPG846.75MLAG 846.75MFPG846.15 MLAG846.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: 317.849.5942EMERGENCY FLOOD ROUTEC205 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\C205 Emergency Flood Route.dwg - C205Modified / By: November 18, 2020 8:01:58 AM / kmitchellPlotted / By: November 18, 2020 8:04:25 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 MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEET ABOVE THE 100-YEAR ELEVATION. EMERGENCY FLOOD ROUTING EMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARE COMPLETELY CLOGGED.) MLAG XXX.X Minimum Flood Protection Grades From Sections 104.02, 302.06 and 303.07 of the City of Carmel Storm Water Technical Standards Manual 1. Definitions a. Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. b. Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. 2. Standard: Lowest Adjacent Grade a. General i. The Lowest Adjacent Grade for residential, commercial, or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b. For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR designated floodplain i. The Lowest Adjacent Grade for all residential, commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii. The Lowest Adjacent Grade for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii. In addition to the Lowest Adjacent Grade requirements, any basement floor must be at least a foot above the normal water level of any wet-bottom pond. 3. Design Notes: a. Each lot that is adjacent to a pond, open ditch or flooding source has a flood protection grade. There are instances where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. 12/04/20