Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
C140.15 - 14 of 15
EX S T . BAR N 15' SIDE Y A R D S E T B A C K 40 ' F R O N T Y A R D S E T B A C K 837 . 0 8 825 . 0 0 BO W 825 . 7 5 TO S 825 . 5 8 823.0 0 823 . 2 5 835 . 5 0 H.P . 823.0 0 824 . 0 0 822 . 75 822 . 7 5 825. 2 5 825.7 5TOS 825.1 7 821 . 18 821 . 5 8 821 . 0 0 822 . 4 2 825 . 2 5 BO W 839 . 00TO W 838.4 2 825 . 2 5 BO S 825 . 50 825 . 7 5 837.0 0BO W DN DN DN 841 . 3 3 TOW 830 835 831 832 83 2 832 833 834 836 837 838 839 82 0 820820 820 8 2 5 830 835 840 819 819819819 821 822 823 8 2 4 8 26827828829831 832 833 834 8 36 837 838839 841 825 821 822 823 824 826 827 828 829 LAUREL RIDGE HOMEOWNERS ASSOCIATION, INC.BHARAT PATEL & ANJU PATEL 10155 DITCH ROAD2+0 02+48 830 83 0 8 3 0 8 3 1 83183 2 8328338 3 3 833829 828826 10+0011+0012+0048" 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-1 835 840 845 830 UTILITY EASEMENTAPPROXIMATESANITARYEASEMENT45 DEGREE BEND N: 131015.07 E: 736137.57 45 DEGREE BEND N: 131016.75 E: 736135.32 +28 STR. NO. SAN 01 48" SAN MH N: 131038.12 E: 736131.22 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+50833.53833.5313+00 13+15 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) 224 LFT. OF 8" PIPE @ 0.45% REQ'D INV. 820.00 PROPOSED GRADE EXISTING GRADE 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 - 12:50pmFOR 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 NOTFORCONSTRUCTIONBASH VSE VSE BASH SANITARY SEWER PLAN AND PROFILE 14 1"=40' 1"=10' 04/14/22