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HomeMy WebLinkAboutC-400FLOODZONE LIMITS ZONE "X"FLOODZONE LIMITS ZONE "AE"1.36%4:1 6:11.81%1.50%2.50%2.50%3:1TOS: 840.831.01%4:13:1840.924:1PROPERTY LINELINEPROPERTYEXST.BARN PROPOSED NEWHOUSEMAIN FFE: 841.00BFFE: 825.83 GARAGEFFE: 840.501111112223 3DE YARD SETBACK15' SIDE40' FRONT YARD SETBACKYARD SETBACK4:11.25%1.16%AD 840.17839.42825.67837.08825.00 BOW838.42 BOS 825.75TOS825.58838.42840.50837.50839.83840.50839.00TOW840.92840.50823.00823.25838.42BOS840.92840.50840.67 TOS 835.50H.P.823.00 838.50BOW824.00822.75822.75825.25825.75TOS825.17821.18 821.58821.00 822.42839.67825.25BOW839.00TOW838.42 837.75839.00TOW840.67825.25BOS825.50 825.75840.92840.42837.00BOWSPRING MILL RUN CREEK837.50RIM837.00OUTLETP.E.3:144825.75BOSDNDNDN DNDN841.33 TOW 841.33TOW841.33TOW841.33TOW820 8258 3 0 835 840818 81 9 821822823 824826827828 8 2 9 8 3 1 83 2 83 3 834 836 837 8 3 8 8 3 9840840838839841841842842843843 830 835 840 831 832 8 3 2 832 833 834 836 837 8 3 8 839 841 842 8 2 0 8 2 0820 820 82 0 8 2 5 830 835 840 8 4 5 8 4 5 819819819819 819 821 821 822 822 823 8 2 4 8 2 6 827828829831 832 833834 836 837838839 841 842 843 8 4 4 844 825 821 822 823 824826 8 27 8 28829 823 LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC. BHARAT PATEL & ANJU PATEL 10209 DITCH ROAD 3 + 0 0 4+00 5+00 6+006+040+001+001+070+001+00LINE-P S 36°47'07" E LINE D-1 0+001+002+002+3610+0011+0012+0013+0014+00+63 STR. NO. ST-2 ST. MH N: 130903.64 E: 736300.10 +79 STR. NO. ST-3 ST. MH N: 131012.18 E: 736259.59 +23 STR. NO. ST-1 FLARED END SECTION N: 130788.21 E: 736379.50 112' of 12" PIPE @ 0.25% 138' of 12" PIPE @ 0.25% 830 83 0 8 3 0 8 3 18318 3 28328 3 3833 829828826836837839835 8308 2 6 8 2 7828829831832 10+0011+0012+0012+5148" EX. SAN MH RIM: 831.03 (SE) 6" 818.7 LINE SAN-1 LINE SAN-1 805 810 815 820 825 830 835 840 845 850 805 810 815 820 825 830 835 840 845 850 10+00 830.62830.6210+50 828.69828.6911+00 829.45829.4511+50 833.97833.9712+00 835.15835.1512+50 833.53833.5313+00 48" EX. SAN MH RIM: 831.03 (SE) 6" 818.7 224 LFT. OF 6" PIPE @ 0.25% REQ'D INV. 821.00 PROPOSED GRADE EXISTING GRADE +28 STR. NO. SAN 01 48" SAN MH T.C. = 824.32 INV. IN: 4" 820.86 (E) INV. IN: 4" 820.89 (SE) INV. IN: 4" 820.85 (SE) INV. OUT: 6" 819.30 (NW) DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\04-Plan and Profiles\FILE...............3943 Drive Profile.dwgDIMSCALE..40 LTSCALE....20 PLOTTED BY..JMoweryDATE.............Jul 29,2019 - 4:21pmFOR APPROVAL RECOMMENDED CHECKED: DESIGNED: CHECKED: DRAWN: DESIGN ENGINEER DATE SURVEY BOOK HORIZONTAL SCALE VERTICAL SCALE CONTRACT SHEETS PROJECT of DESIGNATION BRIDGE FILE10209 DITCH ROAD PROJECT HAMILTON COUNTY, INDIANA 07/XX/2018 XX 18-3943 N/A N/A PLANS NOTFORCONSTRUCTION XXX XXX XXX XXX SANITARY SEWER PLAN AND PROFILE 02 1"=40' 1"=10' 08/23/19 David Rutti