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Midwestern Engineers, Inc. Plan Preview

NUMBER EASTING SL-1 507899.5257 SL-2 507918.9852 SL-3 507927.6530 SL-4 507986.4865 SL-5 507928.8198 SL-6 507980 8198 SL-7 507988.0498 SL-8 508018 0498 SL-9 507987.9288 SL-10 508024.6788 SL-11 507990.6013 SL-12 508032.2625 SL-13 508094.3145 SL-14 508107.8144 SL-15 508196.8217 SL-16 508197.9349 SL-17 508209.5070 SL-18 508212.0432 Sl-19 507942.8713 Sl-20 507973.3130 Sl.21 508081 1253 SL-22 508095.1722 SL-23 507926.8335 SL-24 507937.4751 Sl-25 507917.5850 SL-26 507952.3161 SL-27 508130.0132 SL-28 507987.9288 SL-29 507886.3785 STRUCTURE LOCATION SCHEDULE NORTHING DESCRIPTION 2252486.5781 2252515.3233 New 60" 0 Influent Manhole Structure 2252460.8931 Southwest Corner New Concrete Approach 2252500.4791 Northeast Corner New Concrete Approach 2252501.4072 Inside Southwest Corner of New Headworks Treatment Structure 2252526.0739 Inside Northeast Corner of New Headworks Treatment Structure 2252511.9141 Inside Southwest Corner New Pump Station 2252539.0822 Inside Northeast Corner New Pump Station 2252546.9259 Southwest Corner New Filter Media Structure 2252586.5895 Northeast Corner New Filter Media Structure 2252608.9301 Southwest Corner New U.V. Equipment Structure 2252616.9361 Northeast Corner New U.V. Equipment Structure 2252610.1928 Inside Southwest Corner New Parshall Flume Concrete Structure 2252619.0262 Inside Northeast Corner New Parshall Flume Concrete Structure 2252622.7323 Southwest Corner New Cascade Influent Structure 2252617.2243 Northeast Corner New Cascade Influent Structure 2252628.5202 Southwest Comer New Cascade Structure 2252616.7912 Northeast Corner New Cascade Structure 2252290.1758 Southwest Corner New Sludge Drying Bed 2252403.2750 Northeast Corner New Sludge Drying Bed 2252463.9339 Southwest Corner New Chemical Building 2252481.9808 Northeast Comer New Chemical Building 2252358.4850 Southwest Corner New Concrete Chemical Building Pad 2252380.2562 Northeast Corner New Concrete Chemical Building Pad 2252381.7667 Southwest Corner New Concrete Dewatering Equipment Pad 2252417.2696 Northeast Corner New Concrete Dewatering Equipment Pad 2252376.5496 New Lift Station No,2 Center Point Wet Well 2252587.0925 Northwest Corner of Filter Media Building 2252467.1747 Influent Flow Control Valve Structure , STRUCTURE; DESIGNATOR KEY: oXISTIN<l AERATION AN!'J lllGESTISR IMPROVEMENT� Nle:W LIFT liTATION No,1 NEW FILTERINCl EQUIPMENT STRLiGTURO NEW PARSHALL FLUME STRUCfURE Nl::W GASCAD� STRUC.::tuRC �XISTING CLARIFl�R EQUlfJMl::NT IMP�OV�Ml!NTS E:XISilNC bRY SL..UDCBE stORAGE BAY IMP�ov�MENiS @ �XISTING 13lJ)WER l;;QUl�MENT IMPROVf:.Ml=NTS EX!STING BACKWASH HOLDING STRUCTURE IMfJROVEMENTS NEW CH!::MICAL BUILDING AND CHEMICAL E:QUIPMENf NEW SLUbGE bEWATERING SYSTEM � NEW PUMP STATION No.2 [0 NEW METERING STRUCTURE I SecF I Existing Security Fence NUMBER CP-1 CP-2 CP-3 CP-4 CP-5 CP-6 CP-7 CP-8 CP-9 CP-10 CP-11 CP-12 CP-13 CP-14 CP-15 ----- [__ _ ------- ------ I ,, '°' / I jf ---- �- C " -<>-1! " l" l" " !" " ------ ---------------- --- -- r--��� 7 --��-·- 892 � 1 .--e--... ' - -----;------- . IQ I e; - I, -� I / ,---.,�----­ / I" ,, I" " " ® - () --- I I / EASTING 507699.433 507795.415 507907.623 508055.700 508136.027 508058.764 507991.396 508061.705 508001.645 508038 125 508039.403 508041.061 508101.956 507927.558 507907.623 I � , / , , ' ' ' ' ' ' ' ' I ; CONTROL POINT SCHEDULE NORTHING ELEVATION 2252445.101 891.24' 2252441.668 891.00' 2252428.516 890.80' 2252410055 891.63' 2252399.215 890.77' 2252505.916 891.59' 2252505.916 892.00' 2252597.936 891.20' 2252597.936 892.00' 2252485 957 891.95' 2252525.916 891.84' 2252577.975 891.15' 2252441 147 891.52' 2252577.980 892.00' 225259.949 892.00' ; , " "" " " " """"" " II "" NE W60" STA N DARD MH #2 TI C EL 892 1O' l CP- 14 LIMIT OF STO NE MAT E RIAL OV E R 6 ML W EE D BARRI E R m 1 SLUDGE 1 co DRYINGI . B, E D SL-12 / I �>-... ' ' � E XISTI N G A E RATIO N TA N KS ' I I I � \ \ \ \ \ 111 ll3S���� ........ ---.-N ,,;, E W .,.c. 48" 0MA N HOL E C-1 < �==��-�-�-�-:-:-��-� C � HE M ICA L I NJECTION POINT _ i" BM 5 \ \ \ �1 MAIN ;;�� NCE /,' \\/ }_ N EW48"0M A N HOL E C-2 \ \ � , CH E MI C AL INJ EC TION POI N T \ � , , / / ) �I � ,i EXISTING , ,IP ',J / j - C LARIFIER _ <(' <i;-' ,//l'/ ,,, I �'?J<oq,- N ,,. 0 ;9-' : , _, . � ,- /"' I ,.; ,' )(_ ::,. - �, ' 'l/ s if' ',; SecF , , //"/', ,,'/ I . / ; / I I ,;, • j I I I , ' I ,-.9, I� ,,,;,';/II// I ,1.�/ "..._ I// , , \ \ TEMPORARY BENCH MARK (TBM: ' - ----- _".::"-_.___....::- - - - --/- / -Bgo-------- ----Si.-19�� 1 � I �==.:\�/ =\�/� :::- _�: ·:...:- -_- _.-:--- - - - - - %" CAPPED REBAR � - -- - -- 1 p -- -1' �- SecF ---- <>- -- - - - -:..:-_o-- ........:_ -.,.--- �-- Ex MH#10 � �====- - - Ex MH#9 SecF T/C El. 890.22' TIC EL. 890.00' N 12" INV OUT 885.27' E 12"' INV IN 885.27' N 6" INV IN 886.60 NE 8" INV OUT 885.60' E 12" INV IN 885.60' / - ----- Ex MH#8 T/C EL. 889.44' N 8"' INV !N 886.09" SITE GRADING AND EQUIPMENT IMPROVEMENTS PLAN DESCRIPTION SCALE: 1'' = 30' Begin CL New Asphalt Drive CL Asphalt Drive Cl Intersecting Point CL Intersecting Point End CL Asphalt Drive New Flush Hydrant CL Intersecting Point Existing Flush Hydrant CL End Drive Existing Well (Approx. Location CL Turning Point Cl End Asphalt Drive Existing Electric Manhole Center Point of 20' Radius New Concrete Plug with Thrust Blocking Center Point of 20' Radius NUMBER ELEVATION NORTHING EASTING TBM#1 892 66' 2252484.052 507661.6780 TBM#2 890.47' 2252425.1770 507772.8620 TBM#3 892.49' 2252480.8890 507980.6870 TBM#4 891 14' 2252372.7870 507959.5950 TBM#5 890.43' 2252513.6040 508207.432 PLAN SHEET LEGEND: e EMH Structure - New Standard 48"0 Manhole Structure @ Existing Valve (8) New Valve e New Metering Manhole rr- - Exist. Pipe Abandoned in Place � Exist. Pipe Removed er New Pipe (Refer to Schedule [it•• New Force Main (Refer to Schedule Exist. Non-Potable Water Backflow Prevention Device APP PL - - .:...... - Apparent Property Line coo Proposed Cleanout Existing Curb Stop Center Point of 20' Radius Center Point of 25' Radius Center Point of 20· Radius Center Point of 20' Radius [SecF I Existing Security Fence Q New Metering Str. D New Concrete Sldewalk Replacement "' "" " w New I Existing Vertical Control Points ;1;SL·1 w New I Existing Structure Location cs EP ep Proposed Edge of Pavement Existing Edge of Pavement BID SET 02024 Midweslml Engineers. Inc. 802 West Broadwuy S11m:1 P.O. BoI 295 Loogooiec. lndiana 47.553 DA1£ MARCH 2024 DESIGN M.M.S. DRAWN D.AP . Q.C. CHECK W.AL PROJECT NUMBER 2020073-00 C2.02 12 OF 126 I F1LE NUMBER I 44054 Do Not Use Plan Previews for Take Off

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