Midwestern Engineers, Inc. Plan Preview

LOCATION DESCRJPTION z R.OW UNE °' IU 0 (.9 ll' ID >= I z :E: lil F >- >= :I F 0. :::, MANHOLE, INLET, COVER IU VJ z >- IU 0. (.9 s <( IU UJ SIZE (.9 UP DOWN 0 u u � >- U) 0. CATCH BASIN, OR z V, z � i': � 0. - t:: I 8 � UJ LL 6' UJ STREAM STREAM :E: 0 F' STATION (.9 SPECIALTY _., 0 _., U) UJ °' 0 UJ :::, UJ _., a! u 0. STRUCTURE AND IU U) 0. U) u 0 12 - :::, 0. - � TYPE > MIN MAX FT IN. LFT LFT FT FT ELEV. ELEV. IN. ELEV. YRS STORM SEWER 0+78 12 2 20.0 a.a 1.3 554.00 553.83 50 2+22 12 2 38.0 a.a 1.3 554.50 554.31 50 2+22 12 2 38.0 a.a 1.3 554.50 554.31 so 2+58 8 2 22.0 a.a 2.7 554.64 554.54 so 4+22 8 2 28.0 a.a 3.5 555.45 555.36 50 6+22 12 2 36.0 a.a 1.3 558.99 558.81 50 0+34 8 2 15.0 a.a 1.5 560.07 560.02 50 2+49 8 2 25.0 a.a 3.1 560.73 560.65 50 5+17 12 2 36.0 a.a 1.1 561.65 561.47 50 0+22 12 2 54.0 a.a 1.2 556.90 556.50 so 4+22 12 2 54.0 a.a 1.2 560.75 560.30 so 6+78 12 2 36.0 a.a 1.2 560.00 559.80 50 10+15 12 2 41.0 a.a 2.0 550.90 550.71 50 10+18 12 2 41.0 a.a 2.0 550.90 550.71 so 10+44 X 12 2 29.0 a.a 1.0 551.75 551.60 50 0+80 12 2 43.0 a.a 5.5 545.36 544.21 50 SANITARY SEWER SAN MH 10 3+90 a.a 8 2 MANHOLE C·4 339.0 5.8 8.3 550.53 549.00 558.91 50 SAN MH 20 5+80 a.a 8 2 MANHOLE C-4 361.0 8.4 9.5 549.52 544.54 559.52 50 SAN MH 30 9+41 a.a 8 2 MANHOLE C·4 400.0 8.5 12.7 544.34 542.54 553.28 so SAN MH 40 10+50 a.a 8 2 MANHOLE C-4 109.0 6.4 8.4 545.08 544.54 551.97 50 SAN MH 50 9+39 a.a 8 2 MANHOLE C·4 98.0 11.8 12.9 542.34 541.90 554.90 50 SAN MH 60 10+40 X 5.8 8 2 MANHOLE C·4 171.0 7.8 12.0 541.70 540.93 553.83 50 SAN MH 70 12+80 a.a 8 2 MANHOLE C·4 242.0 6.1 10.6 544.42 543.12 555.01 50 SAN MH 80 7+60 a.a 8 2 MANHOLE C·4 179.0 9.7 11.9 548.91 543.34 560.11 so SAN MH 90 5+20 a.a 8 2 MANHOLE C-4 220.0 8.3 9.3 554.46 553.47 563.47 50 SAN MH 100 3+00 0.0 8 2 MANHOLE C-4 247.0 7.7 9.1 553.27 552.16 562.51 50 SAN MH 110 6492 a.a 8 2 MANHOLE C-4 126.0 9.8 10.3 555.49 554.92 566.14 50 - . SAN MH 120 6+49 0.0 8 2 MANHOLE C-4 354.0 8.9 13.4 554.72 551.08 566.96 50 SAN MH 130 2+95 0.0 8 2 MANHOLE C-4 289.0 6.6 9.1 550.88 547.99 560.98 50 ·-· . a w " ii a z < w �� 0 0 z 0 0 � �' N �' � 0 �' � z � D � � 0 � o � � .� � ,o = oD Q ---- i:' * Q IJ1 �m • oo " ---- �o �N '"li ;;;f'.l i) "� = " 3� <f - -" QC - C ·� 1-l ·O � �o zZ 0 ;;1 o< 5!:J LN o •• a• <c STRUCTURE DATA _., _., UNDERCUT _., _., z - N tr - \!;, 0 1U IU 1U IU " fil� fil� >= °' 0. °' 0. u u F' i': F' i': z <( _., 0 <( ... <( "' 0 >- <( >- <( z _., 0 ID IU ID IU >= u (.9 "' U (.9 M u _., u _., <( UJ "' (.9 �� UJ 0. UJ 0. <( UJ pH :::, _., :::, _., al i': al i': <( 0. °' "" - 0. °' U) °' � �� > :E: co :,: (.9 UJ ca :e: t;; u � � <( 0 (.9 0 (.9 0 U) u u u <( u <( ,li ,li X 0 0 � UJ a: a: IN. IN. - U) CYS CYS CYS CYS CYS. TONS TONS 1 5.64 1 8.35 1 8.35 1 7.11 1 10.34 1 8.05 1 3.68 1 8.64 1 7.4 1 10.34 1 10.34 1 7.73 1 11.36 1 11.36 1 6.15 1 27.35 1 304.7 1 434 I 592.5 1 128.4 1 254.2 1 267.4 1 281.3 1 313.1 1 278.3 1 288.4 1 218.2 1 570.2 1 302.5 0. � � J2 - � 0 VJ IU 0. -o � a! IU 0. VJ IU _., i': UJ u <( >- _., >- (.9 l:i 0. z UJ § <( UJ UJ ;'2 0. °' :E: >- :E: co ts "' t;, 0 0 (.9 UJ - > (.9 °' UJ u <( IU °' (.9 TONS SYS TON SCOUR PROTECTION � 0. 0 - - >- � VJ IU z 0. 0. IU 0. _., i': IU ;'2 - °' l:i 0. � 0. - �� > a! U) UJ V, 0 0. ::i °' UJ o! u (.9 SYS. TONS TONS VJ VJ ::i u� - VJIU O'. � fi' u - z <( 0 u CYS • u C - z z 0 0 IU � > >= >= 0 u u VJ :E: IU IU GRATED BOX END SAFETY METAL END 12 UJ 0. VJ U) °' 0 SECTION SECTION z REMARKS z >- w' - u IU 0. 0 IU - UJ UJ z 0. 0 0. z - - > 0. 0 u LFT LFT EA. TYPE SLOPE EA. TYPE SLOPE EA. 0.85 2 STM 10 0.51 2 STM 20 0.51 STM 21 0.47 2 STM 30 0.34 2 STM 40 0.5 2 STM 50 0.31 STM 60 0.3 2 STM 70 0.5 2 STM 80 0.74 2 STM 90 0.83 2 STM 100 0.55 2 STMllO (/) f- 0.46 2 STM 120 z L1J 0.46 2 STM 121 Cl'. 2 0.5 2 STM 130 2.64 2 STM 140 L1J L1J � z f- > 0 � i2 � (/) L1J o._ t""" > f- 2 0 - (/) EX SAN MH 1 SAN MH 30 SAN MH 50 SAN MH 30 SAN MH 60 SAN LS 1 SAN MH 60 SAN MH 50 0 <{ 2 0 " z a:l s L1J ,,; ::J - f- 0 0 (/) L1J (/) z >CJ>- wO i': f- <{ (/) �o z Cl'. z Cl'. :::, ::J <{ L1J � ,...l 0 0 Cl'. f- () U O <{ fl; z >- 2 s i= 0 "' " Cl'. Cl'. 0 " f- 0 z >, z f- <{ ::J (/) t""" 0 □ -6 u <{ H 0 f- u Cl'. rtl __J SAN MH 100 __J 0 EX SAN MH 2 u SAN MH 120 SAN MH 130 EX SAN MH 3 REVISIONS PRELIMINARY NOT FOR CONSTRUCTION C 2024 Midwesicm Engineers. Inc. 802 West Broadway Stn,el P.O. Box 295 Loogoote�. !ndiana 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRK,:'.BDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 33 33 OF 48 I FllE NUMBER 43895 I Do Not Use Plan Previews for Take Off