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Home My WebLink About041-99 SP VOWC Sec 3004 Intersection.4M L K J H G F E 11 C FOR CONTINUATION SEE SHEET C302 L B----------- 6+00 _- I 899,50 �- A J UNE 7 BR -1 STA 0+43.00 LINE "C"; 23.00' LT ®TC BR -2 STA 0+42.41 UNE "C"; 15.00' RT ®TC BR -3 STA 0+49.03 LINE "C"; 15.00' RT ®TC BR -4 STA 0+54.03 LINE "C"; 20.00' RT ®TC BR -5 STA 0+54.03 LINE "C"; 35.00' RT ®TC BR -6 STA 0+99.03 LINE "C'; 33.5' RT LMTC BR- 7 STA 0+99.03 LINE "CO; 19.50' RT ®TC BR -8 STA 1+08.03 LINE "C"; 19.50' RT ®TC BR -9 STA 1+08.03 LINE "C"; 33.50' RT ®TC BR -10 STA 1+62.03 LINE "C"; 33.50' RT ®Tc BR -11 STA 1+62.03 LINE "C'; 19.50' RT ®TC BR -12 STA 1+71.03 LINE "C"; 19.50' RT =TC BR -13 STA 1+71.03 LINE "C"; 33.50' RT ®TC BR -14 STA 2+32.93 LINE "C"; 33.5' RT ®TC BR -15 STA 2+32.93 LINE "C"; 20.10' RT ®TC FOR CONTINUATION SEE SHEET C302 BROAD STREET BROAD STREET BR -16 STA 2+44.69 LINE "C"; 20.10' RT ®TC BR -17 STA 2+44.69 LINE "C"; 33.50' RT ®TC BR -18 STA 3+03.50 LINE "C"; 35.00' RT =TC BR -19 SIA 3+03.50 LINE "C"; 20,10' RT �=TC BR -20 STA 3+09.28 LINE "C'; 15.00' RT ®Tc BR -21 STA 3+27.62 LINE "C"; 15.00' RT ®TC BR -22 STA 3+32.39 LINE "C"; 18.53' RT ®TC BR -23 STA 3+30.00 LINE "C"; 22.37' RT =TC BR -24 STA 3+12.54 LINE "C"; 25.00' RT ®TC BR -25 STA 3+90.54 LINE "C"; 100.26' RT®TC BR -26 STA 3+92.48 LINE "C"; 85.22' RT =TC BR -27 STA 3+97.75 LINE "C"; 80.87' RT ®TC BR -28 STA 4+06.40 LINE "C"; 80.87' RT ®Tc BR -29 STA 4+11.67 LINE "C"; 85.22' RT ®TC BR -30 STA 4+13.61 LINE "C"; 100.26' RT ®TC 1 2 3 4 5 I 6 ' 8 9 10 11 5 BR -31 STA 3+61.49 LINE "C"; 32.65' RT ®TC BR -32 STA 3+72.07 LINE "C"; 15.00' RT ®TC BR -33 STA 4+42.66 LINE "C"; 32.65' RT ®TC BR -34 STA 4+32.07 LINE "C"; 15.00' RT G=TC BR -35 STA 3+71.57 LINE "C"; 23.00' LT ®TC BR -36 STA 5+38.00 LINE "F"; 15.50' RT ®TC BR -37 STA 5+38.00 LINE "F"; 15.50' LT G=TC BR -38 STA 4+32.57 LINE "C"; 23.00' LT ®TC BR -39 STA 4+91.61 LINE "C"; 25.00' RT =TC BR -40 STA 4+74.15 LINE "C"; 22.37' RT ®TC BR -41 STA 4+71.75 LINE "C"; 18.53' RT ®TC BR -42 STA 4+76,53 LINE "C"; 15.00' RT ®TC BR -43 STA 4+94.87 LINE "C"; 15.00' RT ®Tc BR -44 STA 5+00.65 LINE "C"; 20.10' RT ®TC BR -45 STA 5+00.65 LINE "C"; 35.00' RT ®TC 12 ASSUMED NORTH SCALE: 1"=30' BR -46 STA 5+59.46 LINE "C"; 33.50' RT ®TC BR -47 STA 5+59.46 LINE "C"; 20,10' RT STC BR -48 STA 5+71.22 LINE "C"; 20.10' RT E4 TC BR -49 STA 5+71.22 LINE "C"; 33.50' RT STC BR -50 STA 6+33.12 LINE "C"; 33.50' RT ®TC BR -51 STA 6+33.12 LINE "C"; 19.50' RT =TC BR -52 STA 6+42.!2 LINE "C'; 19.50' RT STC BR -53 STA 6+42.12 LINE "C"; 33.50' RT STC BR -54 STA 6+96.12 LINE "C"; 33.50' RT ®TC BR -55 STA 6+96.12 LINE "C'; 19.50' RT ®TC BR -56 STA 7+05.12 LINE "C"; 19.50' RT ®TC BR -57 STA 7+05.12 LINE "C"; 33.50' RT ®TC BR -58 STA 7+50.12 LINE "C"; 35.00' RT ®TC BR -59 STA 7+50.12 LINE "C", 20.00' RT ®TC BR -60 STA 7+55.12 LINE "C"; 15.00' RT ®TC BR -61 STA 7+61.15 LINE "C"; 23.00' LT ®TC 13 1 14 15 LEGEND Existing Storm Sewer ---- New Storm Sewer Existing Sanitary Sewer - New Sanitary Sewer Existing Contour L Existing Elevation w/ description New Pavement Grade All Other Finish Grades Flow Arrow HOLEY HOLEY SAYS " DON'T DIG BLIND" "IT'S THE LAW" CALL 2 MMING DAYS BEFORE YOU DIC 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMWENCING WORK. Revisions 0`p�h��nlulnnrluuq! ..B No. 9800085 STATE OF Q F 41131 AN,.. x1140Q Ss7N A t N CERTIFIED BY JZL 5'-s-9 THIS DRAW AND THE IDEAS, DESIGNS AND CCNCLPTS CONTAJMED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPER M OF THE SCHNEIDER CORPORATION AND AK NOT TO BE USED OR REPROpUC£D IN 14OLE OR IN PART, %ITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1999, The Schneider Corporation The Sdmeider � J Coq)oraton 12726 Hamilton Crossing Blvd. Engineering Cannel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS a US 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson k Amoc. BRENVICK DEVELOPMENT CO, Village of WestClay Section 3004 INTERSECTION & CUL-DE-SAC DETAIL Date Project No. Drawn Approv. 03/19Z99 1238,3004 DCC Computer Files Sheet No. J:\1238\3004\drys\C3041wg XREF: t005bs.d.3(D /(� XREF: 3004bs.dwg �jj�+ XREF: Mid-bs.dwg XREF: Mid-bs-e.dwg K J M1 G I I D l:7 A