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HomeMy WebLinkAboutC-300815815820 8208258258 3 0 830835 835814814816816817817818 818819 819821 821822 822823 8238248248 2 6 8268 2 7 8278 2 8 8288 2 9 8298 3 1 83183 2 832833 8338 3 4 834836 836837 837837 830 83583183283 2 8 3 2833834 8 2 0 820 8 2 0 8 2 0 820 820 82 5 830 819 819819 819 819 819 821 821 8 2 2 822 823 82 4 8 2 6 8 2 7 828829831832833834 825821822823824826827828829 823 ANTHONY M. & LIZA L. NAHEM 1122 LAURELWOOD LAUREL RIDGE HOMEOWNERS LAURA M. JOLLY & WALTER W. JOLLY 10101 DITCH ROAD STEPHEN C. & TOMISUE HILBERT 1120 LAURELWOOD 5+006+006+040+001+002+003+003+49LINE- P S 59°32' 3 7 " E L I N E -P S 3 6 °4 7 '0 7 " E LINE D-1 APP.APP.APP.10+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% 830830 83 0 83 183183 28328 3 3833 8298288268 3 6 8378 3 9 8 3 5 8308 2 6 8 2 7 8 2 8829831832 10+0011+0012+0012+5110+00 11+00 11 + 5 2LINE ST-248" EX. SAN RIM: 831.03 (SE) 8" 818.7 LINE SAN-1 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+00 832.36832.3610+50 830.87830.8711+00 832.63832.6311+50 832.02832.0212+00 831.25831.2512+50 829.58829.5813+00 824.96824.9613+50 821.50821.5014+00 821.27821.2714+50 +23 STR. NO. ST-1 FLARED END SECTION T.C. = 822.47 INV. IN: 12" 821.22 (NW) 138 LFT. OF 12" PIPE @ 0.25% REQ'D +63 STR. NO. ST-2 ST. MH T.C. = 831.90 INV. IN: 12" 821.67 (N) INV. OUT: 12" 821.57 (SE) 112 LFT. OF 12" PIPE @ 0.25% REQ'D +79 STR. NO. ST-3 ST. MH T.C. = 825.96 INV. OUT: 12" 821.96 (S)LINE ST-2 805 810 815 820 825 830 835 840 845 805 810 815 820 825 830 835 840 845 10+00 818.61818.6110+50 816.45816.4511+00 816.86816.8611+50 12+00 +09 STR. NO. ST-6 FLARED END SECTION T.C. = 818.49 INV. IN: 12" 817.24 (SW) +04 STR. NO. ST-5 FLARED END SECTION T.C. = 820.45 INV. OUT: 12" 819.20 (NE) 105 LFT. OF 12" PIPE @ 1.86% REQ'D 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 26,2019 - 9:22amFOR 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 STORM SEWER PLAN AND PROFILE 02 1"=40' 1"=10' 08/23/19 David Rutti