IEVE INSTALL VERTICAL 11.25° FHIOTTRIINZOGNATSARL EPOR'DIORTOTOACVHALVE 49 COUNTY ROAD 1800 N n_ 491 0-- ci 0 t EXISTING GRADE ' uj uj 48 '- 48 3.5' MIN. - - ,, 3.9' 5 5' 47 �' 4.5' 47 JI NO SI NTTA LPLV C7 0CL- .9F0. 0ODFR1-21"8 RWEAS TT ERRA I MN EA DI N WITH TRACER WIRE BY UNCASED BORE 46 '" '· 0+00 0+25 0+50 PROFILE OF ROAD BORE No. 1 HORIZONTAL & VERTICAL SCALE: 1 � = 10' 49 n_ 0 w 49 " COUNTY ROAD 1800 N 48 '" 48 EXISTING GRADE 47 3.5' MIN. 47 � 46 0+00 54 53c � EXISTING GRADE 53 52" 4.9' ' 520 51 51 · 0 00 ' '- 4.9' JI NOSI NTTA LPLV C7 0Cl-.9F0. 0ODF R1-21"8RWE AS TT ERRA I MN EADI N WITH TRACER WIRE BY UNCASED BORE 0+'25 0+50 PROFILE OF ROAD BORE No. 2 HORIZONTAL & VERTICAL SCALE: 1n = 10' wuz w u w . er 0wro Nu er e'!. "' ro w u 0 z wz f- u. U) fX J w U) n_ 0 w - COUNTY ROAD 700 E ' ". 3.5' JO IT N I R N S A T T � A P E L V R L C 6 W S 5I DR L R . E F - . 2 B O 1 Y F W U 3 A N " T C R E A E R S S E M T D R A A I B N I O N W R E I D E T H 0+25 n_-- 0-uj- ' N u uj -w u -wz u. fJ U) 3.5' 0+50 PROFILE OF ROAD BORE No. 3 HORIZONTAL & VERTICAL SCALE: 1" = 10' - � 95 ' 90 ' 85 ' 80 ' -3.5' MIN.: :_., 75 70 65 0+75 STA. 65+25 O.,=w Q_U ' z W-w� 0 z U) 3.7' - 95 90 ' 85 ' 80 3.5" MIN.: 1-, 75 70 ' 65 O• 5 STA. 76+40 40 35 30 • / 3.0' "25 � 20 ' ' ' .15 ' ' 10 0• 5 STA. 84+80 SCEOEN NS HE CE ET ITO 6N PDOEITNATI LONF o . 3 A3 6S" S. CU MO NE TDREAXCI ST TOIRN GS HPAI PLEL VC EORV IEFRY O F WITH POTHOLING PRIOR TO BORE_ I RNESQT ' AD LTL OV EA RC THI I CE AV EL FHI TOTRI NI ZGOSN TA AS L PRIOR TO POINT OF CONNECTION 48 EXISTING GRADE 48 ' ' ,. 47 - 3.5"MIN 5.7' 47 ' 46 46 ,. 45 0• 00 46 45 EXISTING GRADE � ' . 45 so- 3.5' MIN, . 7.4' 44 44 43 43 • 0 00 o u i ww wuz � fJ U) ,, 7.8' O• 5 ' UNT, OF LITTLE PIGEON CREEK ' - - ' - - 5.0' MIN. � � IJNOSI NT AT LPL V1C2 0C -L9. F0 .0 ODFR 112 8" RWEASTTERRA MI NAEI DN WITH TRACER WIRE BY UNCASED BORE 0+50 -7. ' 5 ' ' ii O• 5 N wwu u z w� fJ U) 54' � PROFILE OF WATERWAY CROSSING No. 1 '2 0• 5 N u uj w wuz � C J U) HORIZONTAL & VERTICAL SCALE: 1 � = 1 O' LITTLE PIGEON CREEK REGULATED DRAIN , 10.6' -- / 5.0' MIN. IJNOSI NT AT LPL V1C2 0C -L9. F0 .0 ODFR 1- 12 8" RWEASTTERRA MI NAEI DN WITH TRACER WIRE BY UNCASED BORE 0+50 11.2' Nu ww wuzC � J U) !! ' 0• 5 1A2S" SBELMO BWL YO F F 90' � PROFILE OF WATERWAY CROSSING No. 2 HORIZONTAL & VERTICAL SCALE: 1" = 10' •- 85 80 75 3.5" MIN. 70 65 60 55 1+00 1+10 STA. 53+80 TO 55+00 REVISIONS 60 55 50 6.6' 3.5' MIN" 45 � � 40 35 30 1+00 1• 5 1• 0 8/1/25 STA. 73+50 TO 74+70 BID SET C 2025 Midwcs!Cm Engineer.;, lne. 802 Wes! Broadway Street P.O. Box 295 Loogootce. lndiana47553 OATE AUG, 2025 DESIGN C.W.R. DRAWN J.A.J, Q.C. CHECK E.K.P. PROJECT NUMBER 2024080-00 7 7 OF 13 BORE PROFILES I Fllf NUMBER I 45147 Do Not Use Plan Previews for Take Off
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