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Home My WebLink AboutC606 Sub Surface Drain Plan-C606TV.P. MOHAWK WB LLC MOHAWK WB LLC 8" TEE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" D.I.8" D.I. HYDRANT 8" VALVEEast Auman Drive64 65 67 68 69 Lot 90 70 71 72 73 74 75 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 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 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. 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 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 40' SETBACK 40' 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. 21' I.E.E. 31' D.U.&S.S.E. 46' R/W 31' D.U.&S.S.E. 31' D.U.&S.S.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' BL 5' BL 5' B.L.5' B.L.10' D.&.U.E. 10' D.&.U.E. 5' B.L. & U.E. 67 68 69 70 71 72 73 74 75 EX. 50' R/W 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' BL5' BL 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. & 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.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. 40' SETBACK 40' SETBACK 10' D.&.U.E. 10' D.&.U.E.26' D.U.&S.S.E.21' I.E.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.Auman Drive East67 68 69 70 71 72 73 74 75 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. 5' B.L.50' R/W46' R/W 5' BL 67 68 69 70 71 72 73 74 75 5' BL VAR.10'15'10'15'10'VAR. CROSSWALK CROSSWALKCROSSWALK CROSSWALKCROSSWALK 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 W W WW W W W W W W W W W W W W W W W W W WD D 822 820 821 819 816 81210' 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. & 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.40' SETBACK CROSSWALKVAR. 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) 142 167 217 230 219 220 221 229 222 223 224 225 226 228 216 150 149 148 146 145 144 143 155 154 153 152 151 158 159 160 162 163 164 165 166 156 157 147 231 232 233 234 235 238 237 177 176 175 174 173 172 171 170 169 168 178 161 C.A.#16 C.A.#21 C.A.#20 C.A.#19 C.A.#17 C.A.#18MADELYN 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)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 91.5' R/W 50' R/W45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 91.5' R/W 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 21' I.E.E. B-B 126 239 218 227 300' L.F. 6" SSD 364' L.F. 6" SSD107 ' L.F. 6" SSD51' L.F. 6" SSDRISER T.C.=852.1 RISER T.C.=853.1 RISER T.C.=852.4 RISER T.C.=845.8 W W 21' I.E.E. B-B 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 3 SECTION 2 510 509 507 504 506 503 513 508 502A 498 497 511 517 499 496 518 512 501 495 500 493 492 457 491 474 453 476 475 494 478 479 472B 472A 435A 436A CROSSWALKT.P. TV.P. TV.P. APARTMENT BUILDING MOHAWK WB LLC MOHAWK WB LLC 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 East 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 #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 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 40' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/W5' BL5' BL 5' BL 5' B.L.10' D.&.U.E.10' D.&.U.E. 73 74 75 76 77 78 79 80 EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East73 74 75 76 77 78 79 80 21' 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. 73 74 75 76 77 78 79 80 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' 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 W W W W W W W W W WWW W W W W W W W W W W W WS D D 812 811A 811 8055' 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 119 118 117 116 115 114 113 112 111 110 109 108 107 135 134 132 131 127 124 123 122 121 120 133 130 129128 142 167 145 144 143 162 163 164 165 166 161 C.A.#14 C.A.#15 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 21' 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.21' I.E.E. B-B 21' I.E.E. B-B 21 ' I.E.E.B-B126 125 209' L.F. 6" SSD300' L.F. 6" SSDRISER T.C.=845.8 RISER T.C.=846.0 W W 21' I.E.E. B-B SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 453 476 475 494 477 478 479 472B 472A 435A 436A 469 478A 16CROSSWALK 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: 317.849.5942SUB SURFACE DRAIN PLANC606 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\C606 Sub Surface Drain Plan.dwg - C606Modified / By: April 30, 2020 9:20:15 AM / dmetzPlotted / By: October 6, 2020 9:19:07 AM / Andre GuyonGRAMERCY 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 LEGEND EXISTING CONTOUR 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) 870 S 848.0 870 W > o o o12/04/20