425 420 415 a ,11 410 " "< U 405 " < u 400 > 395 390 385 425 420 415 a 11 410 -" w" < &5 405 " < � wo:: 400 395 390 385 430 425 420 a ,11 415 " w " < Um 410 < wa:: 405 > 400 395 390 ' SWAN POND DITCH, i, i, AKA. VIECK DITCH TRIBUTARY OF KELLER RD a: a:, LATERAL No. 2 SWAN POND DITCH cc cc SEE TBM REFERENCE c/2 c/2 SKETCH, TH!S SHEET ' TBM MAG NAIL ' 0 0 EL. 408.90 w w . ' ' / - ' ' 4.0' 6.8' 14.4' 13.1' 15.1' 5.0' MIN. ,, 8.0' MIN ._ 12" 45° D.I FITTING ' ' ' 12"x12"x12" D.L TEE ' 240 L.F. OF 12" REST. JOINT 0.1. ' ' ' I • I I I , _L_ .'._ I CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER SWAN POND DITCH, AKA. VIECK DITCH LATERAL No. 2 AND KELLER RD. t I ! I I l , ' ' ' ' ' ' ' ' ' ' ' . ' -1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 4.0' • -1+10 -1+00 -0+90 -0+80 . � PROPOSED - CONTROL <n 0 w STONE DRIVE - <n 0 w . 6.6' HORIZONTAL SCALE 1"=20' PROFILE OF NEW 12" WATER MAIN UNDER SWAN POND DITCH (A.K.A. VIECK DITCH) (LOOKING EAST) UNNAMED TRIBUTARY OF VIECK DITCH LATERAL No. 4 PROP. 12" BLOW-OFF VALVE - . - - 4.0' / j- RECEIVE PIT � ' 10.4' 5.0' MIN. -,- �- PROP. 12" GATE VALVE INSTALL 120 LF. OF 12" REST. JOINT D.I. CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER EX. STONE DRIVE AND DITCH STA. 68+57 TO 70+97: -0+70 i, a: ' ' ' ' ' ' ' ' ' -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 HORIZONTAL SCALE 1"=20' PROFILE OF NEW 12" WATER MAIN UNDER EX. STONE DRIVE AND DITCH (LOOKING NORTHEAST) i, a: i KELLER RD. -I >-' " w<n i " '.: ' • f----1 w-w--c, "-J __ w w 430 425 420 ' 0+90 1+00 1+10 1+20 1+30 430 c- " 425 w<n i'.: "· 420 c-c, , " 1+30 425 420 415 a 410 F - w " 405 um " < 400 � 395 390 385 i, a: cc :� VALVE PIT " CL c--c---,e 0 .-.--",, a a � w -\' EX GRADE X-X--W w w w w CL• +EX.GRADE 415 " " 415 " w w ' ' '�1 4.5' . ,, ·, i 5.3' 4.8' • . ., . J < < 410 u ii5 410 m " " < < u u � � 405 oc a:: 405 w w 4.0' 18" EX. 6" CPP - MIN. STORM PIPE > > 400 400 ' ' INSTALL 60 L.F. OF 12" REST. JOINT 0.1. 1 CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER KELLER RD 395 395 EX. GRADE _ PROP. 12" - GATE VALVE TWO (2) 12"x12"x6" = f0.1. TEES TO LEAK - DETECTION DEVICE ' STA. 40+32 TO 43+32:' ' ' ' 1+40 1+50 1+60 1+70 i, a: ESSEX RD cc CL CL 0 0 w w 6.4' " INSTALL 40 l.F. OF 12" REST.� JOINT D.I. CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER ESSEX RD 1+80 1+90 >-' " w<n >- c-" c- " " a: w CL - 5.0' 425 420 415 a 410 ,11 - w " < 405 u " < u 400 �w > 395 390 385 ' SECTION@ STA. 1+04 SECTION@ STA. 82+50- -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 HORIZONTAL SCALE 1"=20' . . . 0+30 0+40 PROFILE OF NEW 12" WATER MAIN UNDER KELLER RD. (LOOKING SOUTHEAST) 390 0+50 0+60 0+70 390 -0+60 ' ' -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 HORIZONTAL SCALE 1"=20' PROFILE OF NEW 12" WATER MAIN UNDER ESSEX RD. (LOOKING EAST) ' 0+60 430 425 420 a 415 _II " w � 410 ii5 " � 405 o::: w> 400 395 390 430 425 420 a" 415 " w " < u 410 m J < � 405 w > 400 395 390 1+00 i, i, a: KELLER RD. a: i, BRIDGE OVER cc SWAN POND DITCH SEE TBM REFERENCE A.K.A. VIECK DITCH " SKETCH, THIS SHEET ;-- <n LATERAL No. 2 w i'.: TBM -MAG NAIL EXISTING GRADE ' ' , (SWAN POND DITCH, - J ' ' El. 408.90 A.K.A. VIECK DITCH_ " LATERAL No. 2) " w ' . 15.1' 8.0' MIN SECTION@ STA. 41+68_ 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 -0+10 -0+20 -0+30 -0+40 -0+50 -0+60 -0+70 HORIZONTAL SCALE 1"=20' PROFILE OF EXISTING SWAN POND DITCH (A.K.A. VIECK DITCH) (LOOKING SOUTH) ALL COORDINATES ARE JNDIANA STATE �NE, WEST ZONE • I¾N"S CRRE IBBAERDW" RI TEHS EPNLBAESCTKI C2C9AB P0 0 0 1 8 " FNO1U2N2D7 2F4L3U. 3S4H, E 2 8 2 5 3 3 7 . 7 7 @ %I N"S RC ER BI BAERDW" IKTNHO XP LCAOS UT INCT YC ASPU R V E Y O R " BNU1R2I2E6D8821"..03, E 2825335.45 TOP OF BRIDGE DECK ELEV. " 409.30' / / / / ' I I I I I I I I I I I lz 10 w 1.; I "' 0 l----4 I :,; I I I TBM #1 lw 18 I� I/ • I I I I I � TBM #1: / MAG NAIL SET FLUSH IN / S:/ CONCRETE HEADWALL � N 1226942.82, � 2S25353.80 1.r:i /- ELEV." 408.90 ;... I "' "" "' (C) I (g OJ/ I � FS RE ACCOTRI ON NE RA LOSFELCOT TI O3N, 9 TBM Reference Sketch Knox County, Indiana / / / I / I / 430 425 420 0 - 415 ,11 410 " wU� m � u 405 � 400 395 390 w> BORE PROFILES • - REVISIONS 08/01/2025 BID SET 0 2025 Mi<lwcstcm Engineer,,. Jnc. 802 West Broadway Street P.O. Box 295 Loogootec. lndian3 47553 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUI.IBER 2023054-00 8 8 DF 13 I FILE NUMBER I 45103 Do Not Use Plan Previews for Take Off
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