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HomeMy WebLinkAboutC202 Flood Management Plan-C202P.W.P. P.W.P. P.W.P. P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88' IE N. 18" PVC=839.99' IE S. 18" PVC=839.91' TC=857.24' IE N. & S. 18" PVC=838.99' IE 12" CMP=855.77'IE 12" CMP=855.94' FOUND REBAR W/ CAP STAMPED "WEIHE" 0.3' N. & 24.8' W. OF COR. CLARI A N H E A L T H PARTN E R S , I N C . INSTR . N o . 2 0 0 3 - 9 2 2 1 3 11'88.0'9'WOODED AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH CULTIVATED FIELD ASPHALTASPHALTONE STORY WOOD SHED 859.27859.22860.81860.81860.57859.00T.P.859.12860.60860.88859.54860.54860.84859.07860.12860.33858.36859.49859.69858.75857.66856.92858.23858.34856.79858.00857.84857.76857.93857.99858.16858.52P.W.P. EOH_E 139 856.50 M M 858.85P.W.P.859.20857.73857.45854.10854.20854.30854.30854.50854.80854.90855.50855.50856.80856.90857.20857.20857.20857.30857.40857.40857.40857.50857.60857.70857.70858.20858.30858.50859.50859.60860.50860.60860.60860.80858.89P.W.P.858.31857.12857.49T E RH U N E L A N E R I V E HAMLET DRIVEOTTO LANEEX. CURB INLET #635 T.C.=853.88 12" R.C.P. N INV.=850.23 EX. CURB INLET #636 T.C.=854.04 12" R.C.P. S INV.=850.09 12" R.C.P. NW INV.=849.99 EX. DBL. CURB INLET #639 T.C.=854.07 12" R.C.P. SE INV.=849.56 15" R.C.P. W INV.=849.46 EX. CURB INLET w/ 2' SUMP #640 T.C.=854.23 15" R.C.P. E INV.=849.30 18" R.C.P. W INV.=849.20 EX. MH. #JG839 T.C.=855.69 8" S.D.R. 35 P.V.C N INV.=844.18 8" S.D.R. 35 P.V.C E INV.=844.08 EX. MANHOLE #641 T.C.=855.06 18" R.C.P. E INV.=848.80 18" R.C.P. W INV.=848.70 EX. MH. #JG838 T.C.=857.74 8" S.D.R. 35 P.V.C W INV.=842.47 8" S.D.R. 35 P.V.C N INV.=842.37 EX. CURB INLET #628 T.C.=855.88 18" R.C.P. E INV.=850.16 18" R.C.P. W INV.=850.06 EX. CURB INLET #627 T.C.=855.87 18" R.C.P. E INV.=849.88 18" R.C.P. W INV.=849.79 EX. MH. #JG840 T.C.=856.93 8" S.D.R. 35 P.V.C N INV.=845.73 8" S.D.R. 35 P.V.C W INV.=845.81 8" S.D.R. 35 P.V.C S INV.=845.63 EX. MH. #JG847 T.C.=857.31 8" S.D.R. 35 P.V.C W INV.=847.53 8" S.D.R. 35 P.V.C S INV.=847.33 10' B.L. VAR. R.D.E.&U.E.&P.A.E. &S.S.E.&L.M.A.E.&B.M.P.E. VAR. D.&U.E. & L . M . A . E . VAR. D.&U.E.&L . M . A . E .10' B.L.50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.15' B.L.10' B.L.10' B.L.5' N.A.E.5' N.A.E.10' B.L.10' U.E.30' R.D.E.&U.E.15' D.&U.E.15' D.&U.E.30' R.D.E.10' D.&U.E.10' D&U.E.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.856.58857.50858.08858.07857.77857.40857.00857.06856.61856.38855.39857.76857.48857.54857.34857.38857.69857.72857.49857.00856.16855.97855.90856.99857.65858.00859.27860.70861.46861.62860.34858.79 859.00858.92860.48860.14861.74861.48860.93860.92859.50859.59857.56857.67857.40857.41857.49856.68856.32855.27855.25855.97 855.06855.14856.90856.94857.24857.10856.90856.64855.97856.97856.85857.03856.65857.14857.32857.38857.17856.53856.69856.88856.99856.81856.52856.24856.41856.65856.54856.34856.38856.73 856.39855.94856.39856.69856.91856.43856.62856.68856.33856.18856.62856.52856.90856.78856.50856.70856.90856.93856.93856.82856.56856.52856.66856.87856.86856.79856.71856.46856.68856.59856.76856.76857.04857.04857.14857.06857.18856.94857.04857.04854.67854.00853.98854.69853.81853.42852.81851.78857.09857.07856.99857.28857.05856.46857.03856.68856.24857.34857.69852.49852.96856.22857.15 857.73857.69857.04857.06857.36856.23856.71856.50856.38856.74855.90855.27854.99854.44854.10854.23854.85855.42855.88855.42854.94854.69854.11853.87853.39853.77853.93854.62854.64854.45856.75857.01857.00856.70856.84856.83856.90857.24857.02856.68857.24857.14857.10857.02857.25857.12857.52857.50857.19856.89856.08856.60856.32856.05855.55855.26854.92854.55854.16854.06854.16854.86 855.19 854.12854.66855.36855.03854.91855.07854.86855.21855.20EX. TEMP END SECTION #852 TO BE REMOVED 15" R.C.P. E INV.=851.38 EX. YARD INLET #851 T.C.=854.76 15" R.C.P. W INV.=851.06 15" R.C.P. E INV.=850.97 EX. END SECTION #850 15" R.C.P. W INV.=850.84 EX. OUTLET CONTROL #638 T.C.=853.76 18" R.C.P. W INV.=850.73 SEA BIRD WA Y SIGILARY WAY856.81857.00856.23856.19856.22856.77856.45856.32857.12856.52856.26856.77851.41850.94850.97851.10851.08851.04851.03851.00851.16850.84850.85850.91850.97 851.00850.89850.80855.70856.99 856.09856.01856.63855.50855.46850.79850.77850.78850.85850.84850.85850.92850.87851.07855.76855.74857.06857.34858.06857.99858.56858.48859.55854.35855.04855.70856.54855.93855.63856.19855.13854.63854.11854.32854.84854.67854.81854.37854.28854.73854.80854.73854.61854.16855.71855.52855.04855.13854.72854.75856.06854.71855.46856.21856.14856.06854.63855.42855.54854.88858.18859.84854.75856.75856.69856.96856.73856.69855.72856.68856.84856.72856.87856.61856.76856.79856.76856.86855.09857.37857.31857.34857.50857.38856.54856.35857.40857.60857.61857.49852.42EXISTING HAMLET BMP DRY DETENTION BASIN 2 YEAR=852.14 10 YEAR=853.10 100 YEAR=854.63 TOP OF BANK=854.8 EX. MH. #JG837 T.C.=857.18 ADJUST TC=858.10 8" S.D.R. 35 P.V.C S INV.=841.28 10" S.D.R. 35 P.V.C E INV.=841.08 EX. 10' PATHEX. 10' PATH854.85854.4085 5 . 1 1 855.52855.07854.70854. 5 5 854.25854.10855.18856.09 SEA BIRD W A Y 17' B.L.10' B.L . 17' B.L. 17' D.U.&S.S.E. 17' U.E.10' U.E .10' U .E .10' U.E.13' D .U .&S .S .E . VAR. R.D.E.&U.E.&P.A.E. & S.S.E. &L.M.A.E.OTTO LANE20'18'10'TYP. 20' TYP.VAR. I .E.E .&R.D .E.&S.S .E .&U .E. VAR. R.D.E.&U.E. P.A.E. & S.S.E. &L.M.A.E. VAR. R.D.E.&U.E. & S.S.E. &L.M.A.E. VAR. R.D.E.&U.E. & S.S.E. &L.M.A.E.5' N.A.E.10' B.L.10' B.L.15' B .L .15' B .L .15' B.L.15' B.L.13' B.L.13' B .L. VAR. B.L. 17' B.L.17' B.L.VAR. B.L.10' B.L .10' B.L .10' B.L .10' B .L.(Alley)(PRIVATE)10' U .E. 10' B.L.10' B.L.S10' B.L.10' B.L.â„„SPRINGMILL ROAD15.0' 5' SW 5' SW > o o o> o o o10' D.&U.E 10' D.&U.E15' D .&U .E .15' D.&U.E .15' D.&U.E.15' D .&U .E.5' SW 5' SW BLOCK 'B'3+84856.520+00856.901+00856.302+00856.253+00856.190+50856.601+50856.012+50856.483+50856.311+91 855.61 1+00 856.63 0+50 856.46 1+50 856.09 > o o o > o o o 855.0 855.0 854.7 855.0 855.6 856.2 856.2 856.3 856.3 856.2 856.5 856.3 856.5856.1856.4856.1866 865855.5854.6854.5 856.4855.0858.0857.3Pad for Lots 32-35 856.0 Pad for Lots 28-31 857.5 Pad for Lots 36-40857.0Pad for Lots 41-44857.1Pad for Lots 23-27857.4856.7 856.4 856.5 857.1 855.0857.3 856.3856.9 856.9 856.0858.0856.9856.9856.9LP1+57.93856.00HP2+40.91856.49LP3+14.52856.16HP 0+89.09 856.66 854.6 854.4 852 JGH202 JGH201 JGH200 6' B.L.5' N.A.E.SIGILLARY LANERAYLE DRIVE HYDRANT W/VALVE HYDRANT W/VALVE HYDRANT W/VALVE 8"x8" TEE 11.25° BEND 8" VALVE 8" VALVE EX. 50' 1/2 R/W EX. 58' R/WLots 23-27 MLAG=857.4Lots 23-27 MFPG=857.4Lots 23-27 MLAG=857.4Lots 23-27 MFPG=857.4MFF=858.3Lots 41-44 MLAG=857.4Lots 41-44 MFPG=857.4MFF=858.3Lots 41-44 MLAG=857.4Lots 41-44 MFPG=857.4Lots 28-31 MLAG=857.4Lots 28-31 MFPG=857.4 Lots 28-31 MLAG=857.4Lots 28-31 MFPG=857.4 MFF=857.9 Lots 32-35 MLAG=857.4Lots 32-35 MFPG=857.4 Lots 32-35 MLAG=857.4Lots 32-35 MFPG=857.4 MFF=857.9Lots 36-40 MLAG=857.4Lots 36-40 MFPG=857.4Lots 36-40 MLAG=857.4Lots 36-40 MFPG=857.4MFF=857.9864 863 856.44SIGILLARY LANE8" D.I.8" D.I .8" D.I. REMOVE AND RELOCATED EX. TEMP HYDRANT 8" D .I. 50' R/W × × ××(PRIVATE)(PRIVATE)6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L. & D.&U.E.0+000+450+00 0+36VAR. S.L.E. 6' B.L. & R.D.E. 6' B.L. 6' B.L. 6' B.L. 6' B.L. VAR. I.E.E. &R.D.E.& S.S.E.&U.E. 856.5 855.5 20'30'30'DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY 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 ROUTE PLANC202 50'25'50'0 1" = 50 FT 60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP IT E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S SECTION 2File Name:S:\60160HAM-S2\DWG\C202 Flood Management Plan.dwg - C202Modified / By:April 18, 2019 1:30:49 PM / bhuffPlotted / By:July 1, 2019 2:14:31 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202LEGEND EMERGENCY FLOOD ROUTING EMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARE COMPLETELY CLOGGED.)