� 0 00 w " m t w" C mwoc i' u 0 " c 00 � N � � 0 z 0 ;::. 0 0 0 0 oc �' � w c t 00 w 0 " < I 0oc 0 z Q G 0 " - 00 z 0 w c 0 ,w <w m" 0 •• oo ;,: �N � 11 � NO §� m o �� Q ' .o Q -!} ·" ,W w 3" t: "7" -" 90 = "' ::. 0 " � 0 .. zZ < 8� - 0 � 69 LN 0 <5Sm <o • c< LU CD ::E ::, z LU c< � ::, � SljM 10 Sl\M 11 STM 20 STfM 33 SllM 38 STM 40 STM 32 STM 31 • STM 35 STM 34 STM 41 SijM 42 • SljM 43 STfM 50 STM 55 STM 70 SljM 80 STfM 90 STfM 61 STfM 62 STfM 63 STfM 71 STfM 72 STM 73 STM 74 I I I I I LOCATION STATION 0+10 0+65 0+10 1+63 2+12 2+40 4+90 0+10 0+90 0+10 1+04 0+10 0+61 1+32 0+05 0+67 1+43 1+97 2+12 3+15 0+78 0+40 0+10 1+45 1+08 0+78 0+04 FT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SIZE il: IN. i'= LU a_ � a_ DESCRIPTION MANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURE AND TYPE 12 PIPE END SECTION 12 PIPE END SECTION 18 PIPE END SECTION 18 2 MANHOLE J w/EJ 7495 12 2 INLET J w/EJ 7495 12 2 MANHOLE C-4 12 2 MANHOLE C-4 12 2 INLET J w/EJ 7495 12 2 INLET J w/EJ 7495 12 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 12 2 INLET E-7 0.0 EX 24 2 MANHOLE J-4 0.0 24 2 MANHOLE J-2 0.0 24 2 MANHOLE J-2 0.0 24 2 INLET E-7 0.0 24 2 INLET E-7 0.0 18 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 18 2 INLET J w/EJ 7495 0.0 18 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 0.0 12 2 INLET J w/EJ 7495 F'z-" LU ...J LFT 52 144 50 230 250 42 38 44 49 25 26 71 62 EX 76 54 14 103 28 37 30 30 37 30 74 0z §F a_ '-" <.fl z :'5 LU 0 ...J LU 0 > LFT COVER MIN MAX FT FT 0.0 1.1 0.0 4.4 3.1 4.1 3.8 4.2 4.1 4.4 3.0 4.0 2.9 4.0 3.0 3.7 R._OW LINE UP DOWN STREAM STREAM ELEV. ELEV. 479.00 478.50 481.70 479.50 482. 70 481. 70 489. 00 481. 80 497.00 489.10 483.40 481.80 482.70 481.80 484.80 482.80 2.3 3.5 483.50 482.80 2.9 3.8 498.50 497.50 2.9 4.2 497.50 497.10 2.8 3.0 499.20 497.60 1.8 3.0 478.50 477.50 EX EX 477.47 EX 1.0 3.1 477.88 477.50 2.3 2.6 478.25 477.98 0.6 2.7 478.47 478.40 0.5 2.4 479.09 478.57 2.0 3.2 478.50 477.98 1.8 2.5 478.90 478.60 1.6 1.9 479.20 479.00 2.0 3.0 478.50 478.35 1.4 1.9 478.78 478.60 1.3 1.6 479.50 479.30 1.6 3.1 480.80 479.50 t LU 0 a_ ::E ::, <.fl IN. ' z-" f;; "' u IL 0 a_ 1:2 ELEV. 486.96 486.93 494.34 502.43 487.49 486.76 489.00 !l: :J LU u > c< UJ <.fl YRS 50 50 50 50 50 50 50 50 486.93 50 502.52 50 501.54 50 503.22 50 481.50 50 480.63 50 482.46 50 482.67 50 481.25 50 483.10 50 482.15 50 481.77 50 482.19 50 482.14 50 481.76 50 482.25 50 485.00 50 z0 �z '-" ill 0 � V, pH CYS CYS STRUCTURE DATA CYS "' LU UJ a_ a'i i'= � :J 0 u: ...J "' IL U � CYS 0z � "'u CYS. UNDERCUT TONS TONS TONS SYS a_ "' c< a_ QC !;;, UJ � GJ c< TON SCOUR PROTECTION a_ ;;; a_ QC V, V, j u SYS. TONS TONS CYS LU 6 ::E UJ c< LU' a_ � a_ LFT z0 § a_ V, z� LFT z0 6 LU <.fl 0 z LU UJ a_ 0: EA. GRATED BOX END SECTION TYPE SLOPE EA. SAFETY METAL END SECTION TYPE SLOPE EA. 1 2.5:1 1 1 2.5:1 1 1 2.5:1 1 �1:2 �z 0zu STM 10 STM 20 STM 30 STM 30 STM 38 STM 30 STM 30 STM 33 STM 33 STM 40 STM 40 STM 42 STM 55 EX BOX STM55 STM 60 STM 70 STM 80 STM60 STM 61 STM62 STM 70 STM 71 STM 72 STM 73 CULVERT ASSET ID REMARKS STORM 1 ALIGNMENT STORM 2 ALIGNMENT STORM 3 ALIGNMENT STORM 4 ALIGNMENT STORM 5 ALIGNMENT STORM 6 ALIGNMENT STORM 7 ALIGNMENT STORM 8 ALIGNMENT STORM 9 ALIGNMENT STRUCTURE DATA TABLE - STORM REVlSIONS 4/25/25 BID SET 0 202.I Midwe,;1ern Engineer,;. Inc. 802 We,;t Uro,idway Street PO Bot 295 Loogootee, Indiana 47553 DATE APRIL 2025 DESIGN CWRi'.EKPi'.BDH DRAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 22 22 OF 45 I Fll.E NUMBER 44733 I Do Not Use Plan Previews for Take Off
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