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HomeMy WebLinkAboutC130.15 - 13 of 15FLOODZONE LIMITS ZONE "X"FLOODZONE LIMITS ZONE "AE"TOS: 840.83840.92PROPERTY LINEPROPERTY LINEEXST.BARNPROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83GARAGEFFE: 840.5015' SIDE YARD SETBACK20' REAR YARD SETBACK840.17839.42825.67825.00BOW838.42BOS825.75TOS825.58838.42840.50839.83840.50839.00TOW840.92840.50823.00823.25838.42BOS840.92840.50840.67TOS835.50H.P.823.00838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18821.58821.00822.42839.67825.25BOW838.42839.00TOW840.67825.25BOS825.50825.75840.92840.42SPRING MILL RUN CREEK825.75BOSDNDNDNDNDN841.33TOW841.33TOW841.33TOW841.33TOW815815820 8208258258 3 0 830835 835814814816816817817818 818819 819821 821822 822823 8238248248 26 8268 2 7 8278 2 8 8288 2 9 82983 1 831832 832833 833834 834836 836 837 837837 830 835 831832832 832 833 834 82 0 820 82 0 8 2 0 820 820 82 5 830 819 819819 819 819 819 821 821 822 822 823 82 4 82 6 8 2 7 828829831832833834 825 821822823824826 827 828829 823 ANTHONY M. & LIZA L. NAHEM 1122 LAURELWOOD LAURA M. JOLLY & WALTER W. JOLLY 10101 DITCH ROAD STEPHEN C. & TOMISUE HILBERT 1120 LAURELWOOD 0+001+002+003+003+36APP. APP. APP. 10+0011+0012+00+25 STR. NO. ST-2 ST. INLET N: 130903.64 E: 736300.10 +83 STR. NO. ST-3 ST. INLET N: 130953.21 E: 736268.72 +28 STR. NO. ST-1 FLARED END SECTION N: 130811.29 E: 736327.96 54' of 12" PIPE @ 0.40% 94' of 12" PIPE @ 0.40% 830830 83 0 83 18318328328338 3 3833 8298288268 36 8378 39 835 83082 6 8 2 7 8 2 8829831832 10+0011+0012+0010+00 11+00 11+25 48" EX. SAN MH RIM: 831.03 INV. IN: 8" HDPE 815.83 (SE) INV. IN: 10" HDPE 814.93 (SW) INV. OUT: 10" HDPE 814.8 (N) LINE SAN - 1 +34 STR. NO. ST-5 POND OUTLET STRUCTURE N: 130728.36 E: 736485.96 +78 STR. NO. ST-6 FLARED END SECTION N: 130758.63 E: 736517.48 830 820 825 830 835 820 820 825 825 830 830 835 835 LINE-P S 56°5 4' 01" E UTILITY EASEMENT20'UTILITY EASEMENT45 DEGREE BEND N: 131015.07 E: 736137.57 45 DEGREE BEND N: 131016.75 E: 736135.32 +28 STR. NO. ST-4 FLARED END SECTION N: 130724.15 E: 736481.59 +28 STR. NO. SAN 01 48" SAN MH N: 131038.12 E: 736131.22 Line ST-1 800 805 810 815 820 825 830 835 840 845 850 800 805 810 815 820 825 830 835 840 845 850 10+00 833.65833.6510+50 833.24833.2411+00 832.59832.5911+50 831.73831.7312+00 831.36831.3612+50 830.14830.1413+00 822.81822.8113+50 +28 STR. NO. ST-1 FLARED END SECTION T.C. = 827.75 INV. IN: 12" 826.50 (N) 94 LFT. OF 12" PIPE @ 0.40% REQ'D +25 STR. NO. ST-2 ST. INLET T.C. = 831.59 INV. IN: 12" 827.00 (NW) INV. OUT: 12" 826.89 (S) 54 LFT. OF 12" PIPE @ 0.40% REQ'D +83 STR. NO. ST-3 ST. INLET T.C. = 830.94 INV. OUT: 12" 827.23 (SE) LINE ST-2 805 810 815 820 825 830 835 840 845 850 805 810 815 820 825 830 835 840 845 850 9+50 10+00 832.14832.1410+50 819.24819.2411+00 816.51816.5111+50 12+00 +78 STR. NO. ST-6 FLARED END SECTION T.C. = 826.75 INV. IN: 12" 825.50 (SW) +34 STR. NO. ST-5 POND OUTLET STRUCTURE T.C. = 829.00 INV. IN: 8" 826.45 (SW) INV. OUT: 12" 826.30 (NE) PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE 42 LFT. OF 12" PIPE @ 1.83% REQ'D +28 STR. NO. ST-4 FLARED END SECTION T.C. = 827.29 INV. OUT: 8" 826.50 (NE) 5 LFT. OF 8" PIPE @ 1.00% REQ'D DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\04-Plan and Profiles\FILE...............3943 Drive Profile.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Oct 29,2019 - 12:52pmFOR APPROVAL RECOMMENDED CHECKED: DESIGNED: CHECKED: DRAWN: DESIGN ENGINEER DATE SURVEY BOOK HORIZONTAL SCALE VERTICAL SCALE CONTRACT SHEETS PROJECT of DESIGNATION BRIDGE FILE10155 DITCH ROAD PROJECT HAMILTON COUNTY, INDIANA10/31/2019 15 18-3943 N/A N/A PLANS NOTFORCONSTRUCTI ON BASH VSE VSE BASH STORM SEWER PLAN AND PROFILE 13 1"=40' 1"=10' 04/14/22