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Midwestern Engineers, Inc. Plan Preview

FOR THE MARSHALL COUNTY, INDIANA PRESIDENT WILLIAM CLEAVENGER VICE PRESIDENT SALLY RICCIARDI TOWN COUNCIL JUSTIN CROY GINNY BESS MUNROE DANA NEER CLERK-TREASURER KAREN HEIM TOWN MANAGER KEVIN DANTI UTILITY SUPERINTENDENT BOB PORTER ATTORNEY KEVIN TANKERSLEY MAY, 2025 PROJECT LOCATION Quality Engineering Services Since 1959 Midwestern.Engineers, Inc. 6809 Corporate Drive, � 802 West Broadway St., P.O. Box 295 Indianapolis, IN 46278 Loogootee, IN 47553 Ph: 317-334-0262 Ph: 812-295-2800 Websi!e: mi<lwestemeng.com Fax: 812-295-2801 Email: mcinc@midwesterncng.com Consultants Civil Mechanical Electrical ,----csx---�A -------� ----- I �� ' z· ' _l;:_ apaz Q Lapaz Jct. Teegarden -- • ·-1 95 * 1.2 ntz ffl Bremen • Laheol '105' , j Lake ,,Kow,t::: J (,ake rtown Tyner 69 17 3 Harris .-0 the \'.'.'.V Linkville \\'nods 6.2 l\.,1ARSHALL Plymouth """"' Maxinkuckee Culver Military cademy 7.7 csx' 331 li.4 3.5 4.1 PLANS CERTIFIED BY: __ � � -"=-� �Hz=�y�t.� ��--.:-__. __ �0�5L/2 '=6'co/�2�02�5� MARK M. SULLIVAN, P.E. DATE QUALITY CONTROL REVIEWER: REGISTERED ENGINEER No. PE60920059 STATE Of INDLA.NA 05 26 2025 DATE COPYRIGHT © 2025 Midwestern Engineers, Inc. PROJECT NUMBER 2023115-01 FILE NUMBER 44811 BID SET 1 -�OF 16 Do Not Use Plan Previews for Take Off

MARSHALL COUNTY COMMISSIONERS 112 W. JEFFERSON ST, ROOM 205, PLYMOUTH, IN 46563 PH: 574.936.4863 STAN KLOTZ, PRESIDENT MIKE BURROUGHS, VICE PRESIDENT KEVIN OVERMYER INDIANA DEPARTMENT OF TRANSPORTATION LAPORTE DISTRICT, 315 E. BOYD BLVD, LAPORTE, IN 46350, PH 219 325.7434 UTILITIES ELECTRIC: INTERNET: NIPSCO ELECTRIC 724 HOHAM DRIVE PLYMOUTH, IN 46563 WATER, SANITARY, STORM WATER, STREET DEPT. CULVER WATER DEPARTMENT 200 E. WASHINGTON STREET CULVER, IN 46511 PH: 574-372-1137 CONTACT BOB PORTER CABLE: FOURWAY.NET PH 574 292.3943 MEDIACOM, LLC 1907 S. HEATON ST KNOX IN. 46534 PH: 1-855-755-2225 12700 4Z ROAD PLYMOUTH, IN 46563 CONTACT: GAS: NIPSCOGAS 724 HOHAM DRIVE PLYMOUTH, IN 46563 PH 574-372-1137 PH 800.733.0062 MEDIACOM, LLC 215 W. WALNUT STREET WATSEKA, IL 61523 CONTACT: GARY GUDEMAN PH 844.274.6753 GENERAL NOTES= 1 TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER, THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION 2 THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88). 3 THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION ACCURACY IS NOT GUARANTEED. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL UTILITIES, INCLUDING THE HOLDING OF POWER POLES, DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 5. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR MUST COORDINATE WITH THE UTILITY PRIOR TO SHUTTING DOWN A WATER MAIN, SEWER MAIN AND I OR LIFT STATION. A MINIMUM OF 7 - DAYS NOTICE IS REQUIRED. DOWN TIME SHALL BE KEPT TO A MINIMUM. BYPASS AND BYPASS PUMPING PLANS SHALL BE REVIEWED BY THE OWNER AND ENGINEER PRIOR TO IMPLEMENTATION. 7. PROPERTY LINES, WHERE SHOWN. ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE PLANS DO NOT REPRESENT PROPERTY SURVEYS. BUT ARE APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY CONTRACTOR SHALL COORDINATE WORK ON PRIVATE PROPERTY PER THE CONTRACT DOCUMENTS. 8 THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT OUST CONTROL MEASURERS (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE OUST EMISSIONS. WATER TREATMENT PLANT- GENERAL LOCATION MAP DRAWING INDEX EXISTING WATER TREATMENT PLANT: 1 TITLE SHEET, PROJECT LOCATION MAP 2 UTILITY INDEX, GENERAL NOTES AND DRAWING INDEX 3 SITE IMPROVEMENTS PLAN 4 DEMOLITION FLOOR PLAN 5 IMPROVEMENTS FLOOR PLAN 6 SECTIONS 7 SECTIONS 8 PROPOSED ELECTRICAL SITE PLAN 9 EXISTING POWER DISTRIBUTION ONE LINE DIAGRAM 10 PROPOSED POWER DISTRIBUTION ONE LINE DIAGRAM 11 ELECTRICAL FLOOR PLAN PROPOSED WELLHOUSE 'C' 12 PLANS, SECTIONS AND DETIALS 13 ELEVATIONS AND DETAILS 14 SECTION AND DETAILS 15 DETAILS 16 ELECTRICAL FLOOR PLAN SHEET LEGEND - - �-- - Existing Water Main and Size @ :<:- Water Meter o <' c; Existing Structure 0 " Sanitary Sewer Manhole 0 '- "' □ Catch Basin 0 Storm Sewer Manhole Bm Curb Inlet O \,16 Mail Box x,· 0 G © Gas Meter � Utility Pole Guy Anchor (71 � Lamp Post 0 Utility Pole <1.'"� [:::::{{J Landscape Q Power Pole c===:::i Drainage Culvert M Gas Valve SCALE: NONE □� Telephone Pedestal ,0 '"' it Existing Light Pole 0"' D Existing Buried Tel. Vault '" �% 9 Stop Sign 4.>,; 9 Information Sign 0 f� Street Sign --Bc-- Communication Line .fi. Existing Fire Hydrant REVISIONS BID SET @2025 J\lid"e5tcrn f'nsi11eer�. l�c. P80.O2.WBeo�x12B9r5oadway .Street LoO."OOtee. lndi"na 47553 DATE Ma)'., 2025 DESIGN GAS Gas Main M.M.S. RW --------------- Highway Right-of-Way DRAWN D.A.P. Q.C. CHECK FD Fiber Optic Phone Line A.E. PROJECT NUMBER BE Buried Electric Line 2023115-01 SAN Sanitary Sewer Line STM Storm Sewer Line HE Existing Overhead Electric 2 APP. RNv Apparent Right-of-Way 2 OF 16 FILE NUMBER 44810 Do Not Use Plan Previews for Take Off

NUMBER SL-1 SL-2 SL-3 SL-4 STRUCTURE LOCATION SCHEDULE EASTING NORTHING DESCRIPTION 119556.0444 2172962.1399 Existing Well Casing (Approx. Location) 119547.6486 2172953.9406 New 8" O.J. Pipe thru Slab (Approx. location) 119560.3465 2172949.9406 Southeast Corner New CMU Wellhouse 119544.3465 2172965. 9406 Northwest Corner New CMU Wellhouse TEMPORARY BENCH MARK (TBM): N. Flange Bolt on Existing Fire Hydrant NUMBER ELEVATION NORTHING EASTING TBM #1 744.72' 119476.7180 2172908.5470 KEY NOTES· GENERAL NOTE KEY G) EXISTING 6" HIGH CONCRETE CHAIRBACK CURB (D EXISTING CONCRETE GUTTER @ EXISTING AUXILIARY GATE VALVE @ EXISTING CONCRETE SIDEWALK @ EXISTING FLUSHING HYDRANT (PROTECT DURING CONSTRUCTION) @ EXISTING CONCRETE APRON (z) PROPOSED 8" MJ RAW WATER MAIN @ PROPOSED PUMP BUILDING - SEE SHEET 12 -14 5A' LT OE CR AMTI NI OUNS ML OA CR AK TE IRN GS HTAHLEL EBNE DP OL AF CTEHDE ANTE TWH E PIPE IDENTIFYING POINT OF CONTINUATION. @ 8C"ORNATWRAWCATTOERRTMOADINE.FLECT PROPOSED 8" DI RAW WATER MAIN UNDER EXISTING 1 8"W 8 r @ PSRE EO PROASWE WD A1 0T"ERRACWOWN NAETCETRI OMNA IDNECTOA NI LN1EOCNT I OS HNT. . 1 5 _ i+ J-f . " �L ..,_ , 1 -1' · 'ft-�--, • ,_,::_ NEW PRODUCTION WELL BUILDING I v< (REF. SHEETS 12 -14) /1 �-----------� �_Ji,:_HL-u : � L-3 1 96" x 48" REINFORCED I CONCRETE STOOP I \ \ \ 0 I w I 0 I w I 0 I w I 0 I \� I ',"\ 0 I \ w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I w I 0 I CULVER, IN. WATER TREATMENT PLANT- SITE IMPROVEMENTS PLAN SCALE: 1" = 10' \ \ \ \ I I I I REVISIONS � � f!;l :; ,. N • w -� - ·;: -BID SET C2025 J\1i(lwesl('m Engin�ers_ Joe. 802 \Vesl Broadwav St"'d P.O. Box 295 Loogootee lndint1� 47553 DATE Mal', 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK A.E. PROJECT NUMBER 2023115-01 3 3 DF 16 I FILE NUMBER I 44809 Do Not Use Plan Previews for Take Off

I I I , _ I : : I , I_ I .•. I I I . I ~"""Ff'l"'r"t"""""" I Iii _..-- , I I I I I I I I I ~aak.kLlakaaaaaa_ •(CONCRETE SLAB) • T/SL/\B EL. 745,35' L '---�=c='___- ---J (LAB / OFFICE) d d d d d FIN FLR EL. 743.35' d :+1 ' ·O . I , r-, , .. , ' .,. .. . ·. .. I I , 1 I , I ,I I I • . I ·, _, I ·. I ,, :, ·1 , ,, I ,, :J. I . ' . ---- - -··-� .. . .- • -·,_) WATER TREATMENT PLANT- DEMOLITION FLOOR PLAN SCALE: 3/16" = 1'-0" GENERAL NOTE ALL VERTICAL DIMENSIONING IS ESTIMATED AND VERIFICATION OF ALL PIPE CENTERLINES ARE TO BE VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT. ANY CONFLICTS ARE TO BE REPORTED TO THE ENGINEER EXISTING FLUSHING HYDRANT �I '' ' I ' ' ' I I ' ' ' w--w--w--w-' CD 0 0 0 ® ® 0 GENERAL NOTE KEY REMOVE EXISTING HIGH SERVICE PUMP MOTOR. PORTION OF EXISTING BLOCK WALL REMOVED FOR INSTALLATION OF PROPOSED 8" DI WALL SLEEVE. AERATOR EQUIPMENT AND PIPING TO BE REMOVED EXISTING 8" x 6" DI REDUCING BEND TO BE REMOVED REMOVE EXISTING 8" DI BLIND FLANGE ON EXISTING VALVE IN ORDER TO CONNECT PROPOSED 8" DI PIPE. (SEE SECTION 1 & 2 ON SHEET 6) REMOVE SECTION OF 10" DI PIPE IN ORDER TO CONNECT PROPOSED RAW WATER MAIN. (SEE DETAIL 1 ON SHT. 15) EXISTING FLEXIBLE COUPLING TO BE REMOVED LEGEND E======i EXISTING PIPE � STONE/ GRANULAR SURFACE wM EXISTING WALL SECTION IX XI CROSS HATCH INDICATES ITEMS TO BE REMOVED. 1. • .. I EXISTING CONCRETE SURFACE (PLAN VIEW) ,---7 1 1 EXISTING STRUCTURE/ EQUIPMENT L ___ _J -w-- EXISTING WATER SUPPLY LINE - cc - EXISTING CHEMICAL SUPPLY LINE • j,,o.! gl fz w <I'. > z 0 " <I'. 0:: i:,,:- p,. µi Cl � >6 -f- ,..J >-""' zw�f-N <I'. -r 0 - f- UZ01 ,,J =, " "-"O::µ.o>- f-0Ou ;j ; "- � j f- 0 $ <I'. f- vi w 0:: 0:: -< f- :;, w REVISIONS BID SET 02025 Midwestern Engineers. Inc. P80.O2.WBoesx\2B9r5o;1dway SIR'�' Loogootee. lndiairn 47553 DATE May, 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK A.E. PROJECT NUMBER 2023115-01 4 4 OF 16 FILE NUMBER 44808 Do Not Use Plan Previews for Take Off

12'-0"± L_ �--J _ ____,. ___ .....::__J 0 GENERAL NOTE KEY: EXISTING8" DIA OPENING IN CONCRETE SLAB TO BE RESIZED. PROPOSED AERATOR EQUIPMENT EFFLUENT PIPE TO BE CENTERED ON EXPANDED OPENING IN CONCRETE SLAB CONTRACTOR TO VERIFY SIZE OF OPENING WITH AERATOR MANUFACTURER TO ENSURE PROPER FIT PROPOSED PIPE HANGER (TYPICAL) FOR8" D.I. PIPE (INSTALLATION OF PROPOSED HANGER TO MATCH EXISTING PIPE HANGERS IN USE AS NECESSARY) PROPOSED ADJUSTABLE PIPE STANCHION REQUIRED AS NECESSARY PROPOSED RAW WATER AERATION EQUIPMENT PROPOSED FINISHED WATER HIGH SERVICE PUMP PROPOSED8" GATE VALVE w/ CHAIN OPERATING WHEEL, EXTEND CHAIN TO w/I42" ABOVE FINISHED FLOOR ELEVATION PROPOSED8" DI PIPE PROPOSED8" DI go0 BEND PROPOSED8" DI TEE PROPOSED8" DI LR go0 BEND PROPOSED8" DI WALL SLEEVE, FLG. x FLG, 1'4- " LONG (GROUT FILL REQUIRED) PROPOSED8" DI BLIND FLANGE EXISTING BACKWASH DRAIN PIPE EXISTING 6" DI HIGH SERVICE PUMP EFFLUENT PIPE TO FILTER SYSTEM TO REMAIN IN USE. EXISTING 6" BUTTERFLY VALVE PROPOSED8" FLEXIBLE COUPLING PROPOSED FLOW METER �cf-w--w--w--w: REF. TO DETAIL 1 ON SHEET 15 FOR CONNECTION DETAIL. ' ' ' ' ' ' ' ' ' ' ' m____ ¢ -, --1--1---------Jl ¢ TO LOCAL SYSTEM " z 2 PROPOSED 8" DIMJ INFLUENT PIPE �=!===::;.;;=::=il • FROM PROPOSED WELL "C" (SEE SHEET 3) 1 - - -·- - -•- - - - ----.<0\--=--,0.. WATER TREATMENT PLANT- IMPROVEMENTS FLOOR PLAN SCALE: 3/16" = 1'-0" GENERAL NOTE . ALL VERTICAL DIMENSIONING IS ESTIMATED AND VERIFICATION OF ALL PIPE CENTERLINES ARE TO BE VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT ANY CONFLICTS ARE TO BE REPORTED TO THE ENGINEER. 6 LEGEND t======Ji EXISTING PIPE 1�--�• r'ROPOSED PIPE � STONE/ GRANULAR SURFACE f :. , ;· 'j EXISTING CONCRETE SURFACE wM EXISTING WALL SECTION IXX)<J ITEM TO BE REMOVED r---7 1 1 EXISTING STRUCTURE/ EQUIPMENT L ___ _J D PROPOSED STRUCTURE/ EQUIPMENT -w--EXISTING WATER SUPPLY LINE - cc - EXISTING CHEMICAL SUPPLY LINE KEY NOTES: OFFSET THE AERATION INFLUENT PIPE HIGHER THAN THE HIGH SERVICE PUMP DISCHARGE PIPE SO THAT THE PROPOSED FLOW METER IS CONTINUALLY SUBMERGED AS SHOWN IN SECTION DETAIL 1 ON PAGE 6. CONTRACTOR TO PROVIDE NEW PIPE FITTINGS AND CONCRETE SUPPORT UNDER EQUIPMENT LEGS TO ACHIEVE THE DESIGNED ELEVATION FOR THE NEW AERATION EQUIPMENT . (SEE SECTION DETAIL 1 ON SHT 6 AND SHT. 7) REVISIONS BID SET 02025 Midwe,1,',n Engin�cr,. lnc. 8U2 Wc;;t Bwadway Strec! P.O. Bo., 295 Loo_!!ootee. lmlinna -055] OAT£ Ma)I, 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK A.E. PROJECT NUMBER 2023115-01 5 5 OF 16 I Fllf NUMBER I 44807 Do Not Use Plan Previews for Take Off

1 3 .• :__• ·.1 •. , ·1 . . '· :/:_::f® .. _. .: . . .... ·. ... .. ', ... ' .. . . . . . . . . . . .. 0 . . • JL L P E V RQ EI RU O I I RP FY M T E DO N I M P T I E P M N E A S I N I N O U S N F T S A A CWL T LI A T U H T R I EO R N 7 • _ ¢ i PROPOSED 8" INFL. CL. EL. 754.80' 11 2 I ¢i PCRL.OEPLO. 7S5E4D.187"' INFL. PIPE : 40" MIN. • ¢ i E P L IP . E 75 C 2 L .6 .A3' ± F F. 6'-4" WALL OPENING T/SLAB ... ""''ii'>-='-�� EL. 745.3± 8 EXISTING CONCRETE STRUCTURE TO REMAi'N �- EV QE RU II FP YM EE NF FT LMU AE NN UT FDAI AC TWU RI TEHR P( GRRI OORU TT OF I LELN LAARROGUINNDG NDEI AWM PE ITPEERA. S N E C ' Y ) R E EMXAI SI NT II NN GU SCEO LWUI TMHN SN EAWN DE QB OU WI P LMSE TN OT (RAW WATER DETENTION TANK) v V I I = v' I,' I,' V - V 17' ,L : �I/ ;,-s V -V (Cl LORIDE ROOM) IV I ' '' ' 1--1 '' ' ' 'I II I I r-1 ' I '-" . . . . , ' ' ' ' ' I ' , . a 1--1 I I ' ' . -· . . · .. .. PROPOSED 8" INFL. PIPE ¢i CL. EL. 754.17' CL C' I CL CL 9 --- CL--,-- ­ ___ CL ---t - - 6 ©-- / / / 12 cl G 2 3 t > I KEY NOTES: ffi ffi 1 OFFSET THE AERATION INFLUENT PIPE HIGHER THAN THE HIGH SERVICE PUMP DISCHARGE PIPE SO THAT THE PROPOSED FLOW METER IS CONTINUALLY SUBMERGED AS SHOWN IN SECTION DETAIL 1 ON PAGE 6. CONTRACTOR TO PROVIDE NEW PIPE FITTINGS AND CONCRETE SUPPORT UNDER EQUIPMENT LEGS TO ACHIEVE THE DESIGNED ELEVATION FOR THE NEW AERATION EQUIPMENT. (SEE SECTION DETAIL 1 ON SHT. 6 AND SHT 7) NEW CONCRETE EQUIPMENT PAD TO BE A MIN. 3" BEYOND EQUIPMENT EDGE. (ALL SIDES). HEIGHT OF PAD VARIES TO ACQUIRE INFLUENT PIPE CENTERLINE ELEVATION AS SHOWN. PROPOSED RAW WATER AND EQUIPMENT IMPROVEMENTS - - 'r"' 6 / /, / / / - -,._ ' -•: - r-0 ,· ,_, SCALE: 3/8" � 1'-0" . ¢i EPLIPE7 5C4L1. 7A' F . F ± 0 0 � � � FElLN. .7F4L3R. 3 ± Lw- -w- -w- -w---W-i---i-:w�-, oi 1 ' 17'-0"± r--@ I I I ' I I ' I I FROM WELL 'C' 2 PROPOSED RAW WATER INFLUENT PIPE J SCALE. 3/8" � 1'-0" t V ...... ¢iPROPOSEDS" INFLPiPE CL EL. 754_17,_• _________________________ :::c,______ / 5'-0" MIN. L . r I ---------------------------------------------------------- 2 0 ------------------- ¢, .. -------------------------------------------------------------------------------- 0 GENERAL NOTE KEY: CON O N R N E E S C F H . T T I E O O E N T D D 1 E 5 E T T A F A I O L IL R 1 . PROPOSED AERATOR EQUIPMENT. EXISTING 8" DIA OPENING IN CONCRETE SLAB TO BE RESIZED. PROPOSED AERATOR EQUIPMENT EFFLUENT PIPE TO BE CENTERED ON EXPANDED 10" DIA OPENING IN CONCRETE SLAB. CONTRACTOR TO VERIFY SIZE OF OPENING WITH AERATOR MANUFACTURER TO ENSURE PROPER FIT. PROPOSED HIGH SERVICE PUMPS (SEE SPECIFICATIONS) EXISTING BACKWASH HOLDING TANK EXISTING FITTING/ PIPING TO REMAIN IN SERVICE EXISTING RAW WATER DETENTION TANK PROPOSED PIPE HANGER (TYPICAL) FOR 8" D.L PIPE (INSTALLATION OF PROPOSED HANGER TO MATCH EXISTING PIPE HANGERS IN USE AS NECESSARY) CONNECT PROPOSED 8" DI FITTING TO PROPOSED AERATION EQUIPMENT AT INFLUENT FLANGE PROPOSED 8" DI PIPE PROPOSED 8" DI 90° BEND PROPOSED 8" DI TEE PROPOSED 8" DI LR 90° BEND EXISTING GATE VALVE (TO REMAIN) REMOVE TOP DI BLIND FLANGE GROUT FILL REQUIRED AROUND 8" DI PIPE IN WALL PROPOSED 8" GATE VALVE w/ CHAIN OPERATING WHEEL, EXTEND CHAIN TO w/I 42" ABOVE FIN. FLOOR ADJUSTABLE PIPE STANCHION REQUIRED AS NECESSARY EXISTING PIPE SUPPORT SYSTEM TO REMAIN IN USE EXISTING 1 O" x 8" DI REDUCER AT FLOOR LEVEL HIGH SERVICE PUMP DISCHARGE TO FILTER SYSTEM RAW WATER INFLUENT TO DETENTION TANK FROM WELL "A" & "B" EXISTING 1 O" DI PIPING LEGEND �======• EXISTING PIPE � e --�a PROPOSED PIPE PINRFOLPUOENSTEDPI8P"EDFI ROM .. PROPOSED WELL "C" -�1;-� (SEE SHEET 3) PROPOSED BLIND FLANGE � STONE/ GRANULAR SURFACE NEW AERATION EQUIPMENT EFFLUENT PIPE EXISTING BACKWASH DRAIN PIPE EXISTING 6" BUTTERFLY VALVE TO REMAIN PROPOSED 8" FLEXIBLE COUPLING PROPOSED FLOW METER I· .·, .: ·1 EXISTING CONCRETE SURFACE WM EXISTING WALL SECTION IXXXI ITEM TO BE REMOVED , --- 7 1 1 EXISTING STRUCTURE/ EQUIPMENT L ___ _J GENERAL NOTE: D PROPOSED STRUCTURE/ EQUIPMENT -w-- EXISTING WATER SUPPLY LINE OA LFLAVL EL RPTI PI CEACL EDNI MT EERNLSI INOENSI NAGR EI STEOS BT EI MVAET RE IDF IAENDDPVREI ORRI FTI COA T I O N RINESPTOARLLTAETDIOTNO OTHFEEQENUGIPIMNEEENRT. ANY CONFLICTS ARE TO BE � cL �EXISTING CHEMICAL SUPPLY LINE REVISIONS BID SET @2025 {I.Jidwe�lern Enginrcr,. lnc. 802 \Vc<l Broadway Street P.O. Box 295 Loogootec. lndi�nn 47553 DATE Ma'z', 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK A.E. PROJECT NUMBER 2023115-01 6 6 OF 16 I FIL£ NUMBER I 44806 Do Not Use Plan Previews for Take Off

T/SLAB 'i' EL. 745.3± FIN. FLR EL 'i' . EL 743.3± PROPOSED 8" INFL PIP� 'l) CL. EL. 754.17 , PIPE CL. 'i' EL. 752.63' ± . I ----- ---· '\----_--- � PORPOERP.ACTHOARIN 0 Cl'. CL b a: - N" z:, I I I FIN. FLR. � _ n I I I I I I 'i' PE ILP. E7 5C4L. 1. 7 ' ± WELL "B" r 1 I - - -- I I I I I I I n I I I --- , " ' I I 0 GENERAL NOTE KEY: PROPOSED AERATOR EQUIPMENT EXISTING 8" DIA OPENING IN CONCRETE SLAB TO BE RESIZED. PROPOSED AERATOR EQUIPMENT EFFLUENT PIPE TO BE CENTERED ON EXPANDED 10" DIA OPENING IN CONCRETE SLAB. CONTRACTOR TO VERIFY SIZE OF OPENING WITH AERATOR MANUFACTURER TO ENSURE PROPER FIT. PROPOSED HIGH SERVICE PUMPS (SEE SPECIFICATIONS) EXISTING BACKWASH HOLDING TANK EXISTING FITTING/ PIPING TO REMAIN IN SERVICE EXISTING RAW WATER DETENTION TANK PROPOSED PIPE HANGER (TYPICAL) FOR 8" 0.1. PIPE. (INSTALLATION OF PROPOSED HANGER TO MATCH EXISTING PIPE HANGERS IN USE AS NECESSARY) CONNECT PROPOSED 8" DI FITTING TO PROPOSED AERATION EQUIPMENT AT INFLUENT FLANGE PROPOSED 8" DI PIPE PROPOSED 8" DI 90" BEND PROPOSED 8" DI TEE PROPOSED 8" DI LR 90" BEND EXISTING GATE VALVE (TO REMAIN) GROUT FILL REQUIRED AROUND 8" DI WALL SLEEVE, FLG. x FLG., 1'-4" LONG PROPOSED 8" GATE VALVE w/ CHAIN OPERATING WHEEL, EXTEND CHAIN TO w/142" ABOVE FIN. FLOOR ADJUSTABLE PIPE STANCHION REQUIRED AS NECESSARY HIGH SERVICE PUMP DISCHARGE TO FILTER SYSTEM RAW WATER INFLUENT TO DETENTION TANK FROM WELL "A" & "B" EXISTING 12" DI FILTER DRAIN WASTE PIPE EXISTING 6" CHECK VALVE TO REMAIN PROPOSED BLIND FLANGE I EL.741.5± 1 �-=:c�"il-'---+--+--------------------+1 -+:- :-:-:-: -:-:_--:-:- :- :-:-:- :-::-:-:-:-:-:- :-: :-:- :...,:-:-1--------~- ;-:-�-��-�---:-:;-: ____,__, ( I Ill EXISTING 6" KNIFE VALVE w/ CHAIN OPERATOR EXISTING 6" BUTTERFLY VALVE \ ' \ '--r-'ll< H --�------------------,.--,-------------t�-------�-�� PROPOSED 8" FLEXIBLE COUPLING 0 ' _,, IU I I I " 0 1--1 I I I : II I' �I I I : r""'I : ,(BACKWASH HOLDING TANK)! I b,1 (RAW WATER DETENTION TANK) : : 1 __ 1 i 1 I : ,--L-�----------------------�--------------------------------------------------L---L--, I I I I I I �-------------------------------------------------------------------------------------' PROPOSED HIGH SERVICE PUMP IMPROVEMENTS I L______ 0 PROPOSED FLOW METER KEY NOTES: In ffi OFFSET THE AERATION INFLUENT PIPE HIGHER THAN THE HIGH SERVICE PUMP DISCHARGE PIPE SO THAT THE PROPOSED FLOW METER IS CONTINUALLY SUBMERGED AS SHOWN IN SECTION DETAIL 1 ON PAGE 6 CONTRACTOR TO PROVIDE NEW PIPE FITTINGS AND CONCRETE SUPPORT UNDER EQUIPMENT LEGS TO ACHIEVE THE DESIGNED ELEVATION FOR THE NEW AERATION EQUIPMENT (SEE SECTION DETAIL 1 ON SHT. 6 AND SHT. 7) NEW CONCRETE EQUIPMENT PAD TO BE A MIN. 3" BEYOND EQUIPMENT EDGE. (ALL SIDES) HEIGHT OF PAD VARIES TO ACQUIRE INFLUENT PIPE CENTERLINE ELEVATION AS SHOWN. Z;: ' � VERIFY DIMENSIONS WITH � � EQUIPMENT MANUFACTURER w f PRIOR TO PIPE INSTALLATION 2 _____ :,___,,_ __ -------------.,,, 0 w LEGEND SCALE: 3/8" � 1'-0" 8: "" EXISTING PIPE HANGER PROPOSEDC8L". EINLF. L75P4I.P17E' � ,� 1 6 40" MIN. 8 1 FROM NEW . WELL"C"• TO FILTERING SYSTEM 24 ----- ¢ -il] --- i -------- t - , , ----@·-- -ill _,_/ -------- \ 16 I I - 4 Wmi I ! 232 m E PIPE CL. 'i' EL. 752.63' ± FINE.LF. L7R43. E3L± � CONCRETE PEDESTAL T/SLAB 'i' EL. 745 3± I I I I I • I I ���! ·� �! I I 4 I I I I I I I I I I I I I I I I I I I 15 er, ' "' Q Q :"., ro 2 --------i--r---- 1 I I I I I I I I I I I I I I -------_...., -�---- -----,-------------- ------------------------, rc=Jf- --------7--- ! I fi I I I I I I I I I I I i, VERIFY EFFLUENT DIA. WtTH •�0"01. i 1 EQUIPMENT MANUFACTURER I PRIOR TO ENLARGING DIAMETER. : (FIN. WATER DETENTION TANK) I I I II I I I I I I I I I I I I I I I I I I I I I I 1 SC UOPNPCORRE TT EA SE QN UE IEPDMEEDN T t======3 EXISTING PIPE P �--�" PROPOSED PIPE � STONE/ GRANULAR SURFACE f ;. , '._- ·,1 EXISTING CONCRETE SURFACE W/2:'.1 EXISTING WALL SECTION IXX)<J ITEM TO BE REMOVED r---7 1 1 EXISTING STRUCTURE/ EQUIPMENT L ___ _J D PROPOSED STRUCTURE/ EQUIPMENT -w--EXISTING WATER SUPPLY LINE - cc - EXISTING CHEMICAL SUPPLY LINE GALELNVERERATLICNAOLTEDIMENSIONING IS ESTIMATED AND VERIFICATION IONFS TA AL LL LPAI PT IEO CN EONFT EE RQ LUI INPEMSE AN RT E ATNOY BCEOVNEFRL II CF ITESD APRREI OTRO TBOE REPORTED TO THE ENGINEER. I J i,-' H 1 PROPOSED RAW WATER AER)\Tl N EQUIPMENT IMPROVEMENTS ' I I I I I I I I I ,--i----------------------------------L--------------------------------------------------�--- -7 I I I I I I �----------------------------------------------------------------------------------------------� SCALE: 3/8" � 1'-0" 1 f :/ - l z LL) -< > z 0 . -< � er.� � 1-il Cl - > :5 f- LL) e..:i >-" .,., :Z ;:J f- GI -<i5u:zi".i ...J ::, , i,..�µ...o>- f-0Ou-< zu.�-'� � � f0 :r: -< f- VJ � � f- -< � � LL) f- -< � REVISIONS BID SET c202s �lidwe:;(crn l::ngin,·crs. lnc. S02 West BruadwaySirccl P.O. Box 295 Loogool�'C. lnlliunn 4?553 DATE Mat, 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK A.E. PROJECT NUMBER 2023115-01 7 7 OF 16 I FlLE NUMBER 44805 I Do Not Use Plan Previews for Take Off

�0w � w w ' m • �0 0 0 � w ;£ 1 �:�:i �01 ro -"� NO o-�- MM -N -o 0� Etu 0� .,; � -� �bo og-, �ll 0 -CN 2 -' i� . - . - - - - - '�" ' � ' ..... - ' • GENERAL ELECTRICAL NOTES NO MORE THAN S IX CURRENT CARRYING CONDUCTORS (INCLUDING NEUTRAL CONDUCTORS) IN ANY ONE CONDUIT CARRYING 2D AMP LIGHTING OR RECEPTACLE LOADS W ITHOUT DERATING IN ACCORDANCE w/ NEC ARTICLE 31D. ALL OTHER CIRCUITS SHALL BE IN A DEDICATED CONDUIT PROV IDE GROUND CONDUCTOR IN ALL CONDUITS. SIZE PER NATIONAL ELECTRIC CODE. ALL WIRING SHALL COMPLY w/ THE LATEST EDIT ION OF THE INDIANA ELECTRIC CODE AND COMPLY w/ COUNTY AND/OR LOCAL JURISDICTION HAV ING AUTHORITY IN THAT AREA. ELECTR ICAL CONTRACTOR SHALL COORDINATE w/ THE MECHANICAL CONTRACTOR THE EXACT LOCATION AND ROUGH-IN REQUIREMENTS FOR ALL MECHAN ICAL EQUIPMENT AND PIPING BEFORE ROUGH-IN. ELECTR ICAL CONTRACTOR SHALL COORDINATE w/ ALL OTHER TRADES AND OWNER BEFORE WIRING IS TO BEGIN TO VERIFY ALL OTHER CONDIT IONS SO THAT WIRING WILL NOT INTERFERE w/ THE OTHER TRADES. ALL ELECTR ICAL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE w/ THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE ENTIRE ELECTR ICAL SYSTEM SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL MATER IALS USED IN THE WORK SHALL BE APPROVED BY THE UNDERWRITER'S LABORATORIES, INC.. AND SHALL BEAR THEIR LABEL. THE CONTRACTOR SHALL, AT H IS/HER OWN EXPENSE, OBTAIN ALL PERMITS, INSPECTIONS, CERTIFICATES, AND LICENSE REQUIRED BY LAW FOR T TH H E E E E X LE E C C T U R TION OF WORK TO BE PERFORMED. ICAL CONTRACTOR, UNLESS OTHERWISE NOTED, SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS INDICATED ON THE DRAWINGS. ALL MATER IALS AND EQUIPMENT SHALL BE NEW AND OF FIRST CLASS CONSTRUCTION, AND SHALL BE THE PRODUCT OF AN ESTABL ISHED AND REPUTABLE MANUFACTURER, AND SHALL BE DESIGNED TO PERFORM THE SERVICE REQUIRED. ELECTR ICAL CONTRACTOR SHALL PROVIDE ALL HARDWARE, LAMPS, ACCESSORIES, ETC. AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. MULT I-WIRE (SHARED NEUTRAL CIRCUITS) SHALL NOT BE USED. PROVIDE A NEUTRAL CONDUCTOR FOR EACH LINE-TO-NEUTRAL CIRCUIT. 5 ·----- I - -- - - - - - - - - - - - - - s I ALL POWER AND CONTROL CIRCUIT WIRING USED SHALL BE "THHN" OR "THWN" COPPER UNLESS OTHERWISE SPECIFIED OR REQUIRED BY CODE. PER NEC 310.10, ALL WIR ING SHALL BE SIZED TO COORDINATE w/ TEMPERATURE RATINGS OF TERMINATI ONS. LISTED WIRE SIZES ON PANELBOARD SCHEDULES ARE MINIMUM S IZES. SIZE WIRE TO MEET TEMPERATURE AND VOLTAGE DROP REQUIREMENTS. I EX ISTING NIPSCO POLE No T2 9R0A0N4S5 FwO/ RPMOEL ER SM. O U N T E D " 0 t I I I t PROVIDE A PULL ROPE IN ALL SPARE CONDUITS. PROVIDE ID TAG AT EACH ENO OF PULL ROPE IDENTIFYING LOCAT ION OF OPPOSITE END. I I ELECTRICAL SYMBOLS ARE NOT SHOWN TO SCALE. WHEN DEVICES ARE SHOWN ADJACENT, INSTALL IN ADJACENT BOXES. COMPLY w/ BOX F ILL REQUIREMENTS OF NEC ARTICLE 314. PROV IDE CONDUIT EXPANSION FITTINGS WHERE CROSSING BUILDING EXPANSION JOINTS. OALWLNESRAFREETYSESRWVEITSCHFEIRSSTSHRALL BE "HEAVY DUTY" IGHTS TO ANY REMOVED EQUIPMENT AND MATERIALS. ALL UNWANTED EQUIPMENT AND MATERIALS SHALL BE D ISCARDED BY CONTRACTOR PER LOCAL, STATE AND FEDERAL REGULATIONS AT NO ADDITIONAL COST TO THE OWNER. I � I wI 0 Ilo ALL CONDUIT SYSTEMS USED SHALL BE SCH. 80 PVC FOR BURIED, ALUMINUM FOR EXPOSED FASTENED w/ STAINLESS HARDWARE. MINIMUM I COVER TO BE 36" w/ WARNING TAPE AT 18". CONTRACTOR SHALL TYPICALLY USE LONG SWEEP ELBOWS. LOCATIONS ARE SHOWN FOR I REFERENCE ONLY AND NOT NECESSAR ILY INTENDED TO INDICATE EXACT QUANTITY OR LOCATION. w '.--•--•- - • -•-----, l •. owl 1 , , CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING AND RESTORATION OF EXISTING SURFACES TO ORIGINAL CONDITION. , I CONTRACTOR TO COORDINATE w/ NIPSCO AND TOWN OF CULVER A DATE AND TIME FOR BLACKOUT TO PERFORM ELECTRICAL SERVICE 5 I , ENTRANCE WORK. I , I IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AND INSTALL ALL REQUIRED LB FITTINGS OR IN GROUND PULL BOXES, SIZE AND * I • � QUANTIFY PER NEC. PULL BOXES TO BE QUAZITE OR ENGINEER APPROVED EQUAL. ANY EXTERIOR WALL MOUNT BOXES TO BE NEMA 4X S.S. I • I � �===============:,;_;i,,T):��--------==---= ';:;:��:f2�: ====-====-= • ·= 11 1 I I ;rr-,----�-- .- - T)\ \ �II r, : , • • I � I .. I I i I I ·, • ' t I I 11 - : I- 11 \ ij ·:·:· "1 WO I I I ' 1 I I I 11 - - ! - 1- 11 ' fl , . ,· 11 3: I I I I I I l ,. l.l --IT!'lrr--'Li � \1L®i .@ ! ,@•�9 JJ/ 11 .'.2 ' 1, - ' ,- I I / I l ·. - . · , . '• :, I/ (/) I '1 WOI �==*•�A�� / • i / I o I , " � �;�;��GG�i�ATORI \ ' -• ' ·,: • " .. w-k-w-w-"1, ! PROPOSED 400A-3P SERVICE ENTRANCE> RATED C I RCUIT BREAKER DISCONNECT m I I .. - EXI S _ T _ I _N _G_ P _ LA _ N_T_ P _L _C _C _O_N_ T_RJO�L�P�AiN _E�L('f lss ,2,�s:,·;sii,''�-----�--------0��! ,�") I co j !I h--� V PROPOSED 60A-3P NON - FUSIBLE DISCONNECT I l _ii,,y H lr'-' I 6 -<EXISTING PANEL "B"I --cg EXISTING WELL "A" � , �JI; a.@ l .. n 1. .� II) • " " •• \J ,�g; () M I ; �f;J:?;�:::::;J · · �\ I , I ·-��if l � �,..�;,-- -i1201208v-10 FEED FROM PANEL "B", SEE PROPOSED ONE LINE I ! >-c•�,c--=~s----r----J -l!'l-----------fr�--:0--------�--- .t::::::=::::::======,r � • DIAGRAM AND PANEL "B" PANEL SCHEDULE FOR MORE INFORMATION. l -�-====:::::'::;::===1:==li:;::=====�===i1===1==========i:J • I • ) � � (2) 1" CONTROLS CONDU ITS � I ! CONTRACTOR TO MAINTA IN 8' MIN. , • �. . -1- � (1) DIGITAL I � .• _ 1K,. , ·i.JE... �-- . ·r � �>Ip� -UE �- UE --� LIE oc � IE . llE � UE ,$, � (1) ANALOG � CLEARANCE FROM WATER LINES ,.__l_"' ' "' "' "' "' .. .. .. "' •••,• .,••- •. - - .... < • ·- , . ' ,. .. .. .. .. ,. .. .. "' "=t=" • .. , .. "' .. .. .. .. .. .. .. ,. .. ,. .. ,. "' ....�l:t�\i(f \:.i��:�-�:- ;;:�_ :f/;; UE ���. UE • • • IJ'.E · UE j I.IE. UE UE � I ...• - . . . � . • • .. ··1.er . •• ..... .. .. ·� •• . 01 . · ' � • w -_ -- : w .:,_,_ -w_ �:�RoP�-s�o �-�� p ��-; 2 M�TO�;TAR;ER I w _;_._,-.-:-• -ww- �- -w -.-•-·-.•-.-, �,-,-'-w-w,•- _\_,_,-w-w-w-w-w-w-' -w-,- ,-w-w-w-w-w-w-w-w-w-'-w-w-w-w-w-w-w-w-w-w_,_, -w ---1rI I l I ' I • ·, F/f , · } , . , . , � ... • ' a PROPOSED HS PUMP 1 MOTOR STARTER I . ,--'��- - ���,.' IE X ISTING PANEL "A" L, ... 0 I \ SAN · ��SSAN'· =-----· _· · � . ��'>, .. +. - j l �" -J-�� '1PROPOSED 150A-2P CIRCUIT BREAKER DISCONNECTI --------------- • IEX ISTING MOTOR CONTROL CENTER • S- o O"c-O"E-OSE-OSE-OSE-OHE O - . �' • ' �----- " \ I '\---- - lPROPOSEO GROUNDING ELECTRODE SYSTEM, SEE ONE LINE DIAGRAM FOR MORE INFORMATION L �HF� -----f7.......-0HE-0HE-0HC-OSE-0HC-OHE-OHC-OHE-OHE-OSE- /;,; x:,·/2f_ � \ .-. j, W� OHE-0HC-OHE--6H'"- cl�',-J ______ _ "?'- t::-u '?-<::- 07::f.:::; --+-----" )f OHE-OHC-OHE-OHE-OSE-OHC-OHE-OHC: e5('.M�OHE-OHE-OH 'Y "- � � � ( ( p OH -OHC-OHE-OHE-OHE-OHC-OSE--pH-- ------ I ------ APP. R/W iS F /M--1-+l----F / M •1 SAN "'=-...-----,&.N---�----�,<SA!..----=----�,,.s>A'N"�---.,..---�.;<;,'-"l.c-��or=��-=,.A""-===��==�,,,,-»1 = 1"'/.,.=::-- 1, ------- I ----F /M ;,; �IM- �F/M---- / I ---- - - - -F/M------F/M------F/M-- - - -F/M- - - - -F/M---- -F/M� !J • I Davis St. ,,, � ;,; L,-w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-,-w-•-w-•-•-w-w-w-w-w-,-w-w-w-w-w->-wj_w-w-w- � fc:�9�9 SED ELECTRICAL SITE PLAN i'i I C/) fz w :;.: - REVISIONS BID SET 02025 1'!idwestem Engineers. loc. P8L.0o oO2 .g w_ Bo oo� t,xe1 e2..B9rl5no (d1 di awn aa y4 S7 u5 -5c c: \ 1 DATE MAY 2025 DESIGN A.F.B. DRAWN C.N.M. Q.C. CHECK N.A.K. PROJECT NUMBER 2023115-01 8 8 OF 16 I Fil£ NUMBER I 44804 Do Not Use Plan Previews for Take Off

I , I -W, +__-J 7 >---CORNER GROUNDED 240V-3o, 3W POLE MOUNTED LEGEND 2 #35R0UNMSCMOF TH(3W)N I � I TRANSFORMER, NIPSCO POLE No. 290045 �,-_J - *----2 RUNS OF (3) 'i:: #350 MCM THWN ,-1-7 CT IL CABINET I T � _ _ _J ,;J---7 I >'- - M ; \ � 1 --NIPSCO METER � ,� No. 1 496352 L ___ _J ,:Y/7 -- j/ , - EXISTING 400A-3P L 1/_J DISCONNECT TO X _J BE REMOVED #235R0UNMSCMOFTH(3W)N---l 'f: ,+---7 I I I I I I , --- --7 01 I I I 1 - I� I "' --- 1-m--'\,__,,''o--iG\ I 0 \ '-/ I A I L __ _ _ _ J 1/-r--_J /",,Ir' � 0 0 G) 0 CUMMINS 400A-3P, 240V-30, 3W, AUTOMATIC TRANSFER SWITCH. MODEL No. OTECC-596 2346. CUMMINS 1 25KW, 240V-3o, 3W, STANDBY DIESEL GENERATOR. MODEL No. DSGQE.DA5003292. 251<!/A TRANSFORMER 240V-1 o, 2W, PRIMARY - I20/240V-1o, 3W, SSEQC.DON3D0AKRVYA., TRANSFORMER 240V-30, 3W � PRIMARY - 120/208Y-3o, 4W, WYE SECONDARY. LEGEND ET OX I SBT IEN GD ECMOONLDI SUHI TE, D WBI RYI NCGO, NATNRDA CET QO UR I P M E N T UNLESS OTHERWISE NOTED IFENUXSSI SI DET SEI N, GOMF OB UTBOCURKC EKSTETTAERNT TOCELROBSSE UARDNEEDM TOOOLT I HSREHEREMDAE. I NQ ,U I PA LMLE N T ERA XNE IMDS AT II ONN TG, H AEBLRUL CEFKQUEUST I EP SEM, NE CNMLTOO TSI NOUSRRI DESE TTAOOR FT E R S BUCKET TO BE DEMOLISHED. V,ii (/l f 1 �-Q_ MODEL..£. MOTOR_(;ONTROL__!;ENTER,J!EMA J. ENCLOSURE, _!iORIZONTAL ��600,\,_VERTICA.h_ BUS_JOOA,_f.Q_ _!i520:(!16-001 ___________ _ 1 00A-2P NON-FUSIBLE--- 1 sECTION 1 !SECTION 2 !SECTION 3 DISCONNECT TO BE -----------, I REMOVED L I I "- 1 A I 2A 28 2C 20 2E I 3A 3B 3C Lt--- -----{[]}- - � --r �- :-- --- :-- ---- r ---- r -----t--,----_ _,_ ___ -1- 3D 3E I ---:------: I } I 400A o I / / / / (OFF) / I O / 0 / / r. --;--i I SPACE I I I I (OFF) )- 1 00A-3P I SPACE T I 1,3\ I = I I FOR I 60A A 30A 15A 1 00A I V •.,,.. • FUTURE I I I � 'J 200A _( -1 - SWITCH = � J L_________ � 'PAN� "A''7 � t t � � � i' I / I GROUNDED J X ), ),- J ,,I' ,,I' X / i12i°ooi4�vc-s 10 1 B PHASE ,t7 I I I ,t7 ,T7 1T7 I ,�7 L 30 J:KT. _J I / l6DA-3Px : : I 1 1 l100A-3P I JI l30A-3P I 1 1 I x 0 I � I L _!_ J I I L _ J L .I. J L _ J r -:::J::: - 'J i X I I i � i X = 4" ,{ � I I ,{ ,: ,{ � :l , I I I _"' I _"' I 'PANEL "B''7 ,,.-- -..... ,,... /1......._ ,7- ' , 1-7 ,,. / I I / 1 5HPj >□Ht ( 3HPj ):l/4� /25HP\ I I / \ � i1 �o6oiO�CB30 1 2=". ; 2L�. 2=". 2L�. 2={ L _ _J 2={ 2_".,� L42J:KT. _J WELL "B" H.S. BACKWASH AERATOR WELL "A" FIRE ALARM CHLORINE H.S. 240V-30 PUMP "1" PUMP BLOWER 240V-3o CONTROL BOOSTER PUMP PUMP "2'' 42 FLA 240V-30 240V-3o 240V-3o 68 FLA PANEL 240V-3o 240V-30 Hs PUMP ,2, TO BE H.S. PUMP "1" TO BE 5 4 FLA 9.6 FLA 3.2 FLA 32 FLA (ABANDONED) 54 FLA REMOVED AND REMOVED AND RETURNED TO OWNER. RETURNED TO OWNER. EXISTING POWER DISTRIBUTION ONE LINE DIAGRAM NOT TO SCALE REVISIONS BID SET @2025 Midwesiem Engine�rs. Jn:;. 8P0. O2 . Wl l eo. sxt 'B! . '.1r5oadway Sire-et Looµoowc. lrnlian" 41553 DATE MAY 2025 DESIGN A.F.B. DRAWN C.N.M. Q.C. CHECK N.A.K. PROJECT NUMBER 2023115-01 9 9 OF 16 I FlLE NUMBER I 44803 Do Not Use Plan Previews for Take Off

0� wz wz 0 2 RUNS OF (3) #350 MCM THWN I I ,I W-,__+J-7l>---COR NER GROUNDED 240V-30, 3W POLE MOUNTED I � I TRA NSFORMER, NIPSCO POLE No. 290045 �- ,�---_J --2 RU NS OF (3) f #350 MCM THWN ,- -7 CT I C ABINET I L T __ _J i ,;:f---7 I ,.I.--(M\ � 1 -- NIPSCO METER � ,../ No. 1496352 L ___ _J t @ )-400A-3P LEGEND N EW CONDUIT, WIRING, AND EQUIPMENT EXISTING CONDUIT, WIRING, AND EQUIPMENT L�• �:t:J;" 2 RUNS OF-- -� 1 4- (3) #350 MCM THWN )' #2/0 BARE CU. GNO. EXOTHERMICALLY RWOEDLDE(TDYPT.OO¾F "03x1O0' CU. CLAD GND. N 1 O' TRIANGULAR SP ACING) (1) #3 CU. G ND. , T ---7 : : : , ----- 7 (i) I I I I ,', -\ I f"'i\ I "' .,___1-$--'\7_., •-<G I '-V \ '--/ I � I L _____ J ,,L,,_; _ --_J I ,,,/r' i ?"'-- -MCC STARTER BUCKET TO BE INSTALLED IN APPROPRIATE SLOT. USE SPARE BUCKETS TO ENSURE ALL SLOTS ARE FILLED. -Mee FEEDER BUCKETS TO BE I NSTALLED IN APPROPRIATE SLOTS. US E SPARE BUCKETS TO ENSURE ALL SLOTS ARE FILLED. ( _.r SQ.D MODEL 6 MOTOR CONTROL CENT ER, NEMA 1 ENCLOSURE, HORIZONTAL BUS 600A, VERTICAL BUS 300A, F.O. 14520706-001 ® a : �E CTl_ll_Nl ____ l A -- ,S E C : N 2--- 2B ----- 2C ---- �; ---- � E ---- 1SEC :� N3 ---- � B ----- �; -- -- 3 � c--- 3E ---1 L -1- __., ....__ -illl- - --. ---1-- -:- - - - - 1-----1-----..--------:-:----e-----.-- - - --� -----:- - ---t - ---1 1 I 400A • I / \J / "/ / I • • )- I } 1 SP ACE 1 , l r9oA-3P i i (oFF) i 1 ( ; , 1 (oFF) ;;_A-3P )-2soA-3P ,)-100A-3P 1 " __ ;-i I FOR I � I 1 � @ I I 0 1 W,__J I I FUTUR E I 60A @ A30 A A15A A100A I d, d, 1 I '-::,.I T�_J : s��{H 1 ,==7 __ 1l7 1l7 1l7 I ¥30A ¥20A I I = J �@_________ !_lYJNEMA �--�-- --�tJ�EMA 1 _ l�JNEMA 1 ��]EMA 3 J_�-----�-----------------: ___ J 1PANft "A"7 � 0 : \ { { � � � t l120/240V-101 GROU NDED r f t 7 ," / /I r _yt 7 )'" ,.r ,:r I 1 OD A MCB I B PHASE 1 , 1 1 , 1 I T 7 I T ;i '� 7 L 30 __<::KT. _J I i i l6DA-3P / 0 I i i l1DO A-3P I J I l30A-3P I i I I � I 0 ® -:;. ® , -: =- @ -- @ -- L _ J '-----+-' L _ J L l. J L _ J _Ii��-'.J t ©' t � t = � -- -- ® ® '1 ,• '1 f l { _,f _ I I I 'P ANEL "B'7 , , _, I I I I h 20/20Bv-30 I @7 I I 100A MCB I : : : : L 42 CKT._J I I I I 0) I I I I -' I I I I LO AD C ENTER "C" 20/208V-1' @ 50 A MCB ,,,l � / '� �:, I 15HP \ 2={ ' I 3HP \ 2={ WELL "B" WELL �C" BACKWASH 240V-30 240V-30 PU MP 42 FLA 42 FLA 240V-30 9.6 FLA AERA BLOW TOR ER 234. 20 V -F L3A0 W ELL "A" 26480 VF-L3A 0 FIRLE_ _J ALARM CO NP TROL ANEL 32 FLA CHLORINE BOOST E ( 240VR-3P0UMP ABANDONED) ,,. ' I 4DHPI PU H.S. M 21 40 O4 VP -F "L32A0" ,,. ' I 4DHP) PU H.S. M 21 40 04 VP -F L"3 1A0 " 18 CKT. (i) 0 0 0 ® 0 0 ® LEGEND CU MMINS 400A-3P, 240V-30, 3W, AUTOMATIC TRANSFER SWITCH. MODEL No. OTECC-5962346. CUM MINS 125KW, 240V-30, 3W, STANDBY DIESEL GENERATOR. MODEL No. DGEA5003292. SQ.D 25KV A TRANSFORMER 240V-10, 2W, PRIMARY - 120/240V-10, 3W, SECONDARY. SQ.D 30KV A, TRANSFORMER 240V-30, 3W t, PRIMARY - 120/208V-30, 4W, WYE SECONDARY. (3) #1 THW N, (1) #4 CU. GND., 2" SCH. 80 PVC (3) #4 THW N, (1) #6 CU. GND., 2" SCH. 80 PVC FOR CONNECTION OF WELL PUMP "C" AT 36" DEPTH w/ W ARNING TAPE AT 18". (3) #3 THW N, (1) #8 CU. GND., 2" SCH. 80 PVC FOR CONNECTION OF LOAD CENTER "c" AT 36" DEPTH w/ W ARNING TAPE AT 18" . SQ. D 150 A-2P, 80% RATED, INTERRUPTING RATED 65KA, 240V-10, 2W, H-FRAME, WALL MOUNTED MOLDED C ASE CIRCUIT BREAKER IN NEMA 1 ENCLOSURE. CONTRACTOR TO REUSE EXISTING CONDUIT AND WIRE AS MUCH AS PRACTICAL, PROVIDE NEW AS REQUIRED (NO SPLICES). SQ. D 60 A-3P, SINGLE THROW, NON-FUSIBLE, HEAVY DUTY, WALL MOUNTED SAFETY SWITCH IN NEMA 1 E NCLOSURE. SQ. D CLASS 8536, 40HP, 240V-30, 3W, NON-REVERSING, NEMA SIZE 4, WALL MOUNTED MOTOR STARTER I N NEMA 1 ENCLOSURE w/ 120V CONTROL TRANSFORMER, H-0-A SELECTOR SWITCH, MOTOR ON LED PILOT LIGHT (R ED), AND ELAPSED TIME METER AS WELL. CONTRACTOR TO RUN CONTROL WIRING IN CONDUIT TO SC ADA TO MATCH EXISTING FUNCTIONALITY (TYP. OF 2). INTERLOCK w/ CHEMICAL FEED PUMPS. AT COMPLETION OF PROJECT, CONTRACTOR TO ENSURE ALL BLANK FILLER PLATES ARE APPLIED TO MCC TO ENSURE NO OPEN SPACES. SQ. D 400 A-3P, HEAVY DUTY, SERVICE ENTRANCE RATED, CIRCUIT BREAKER DISCONNECT IN NEMA 3R ENCLOSURE. CONTRACTOR TO GROUND B PHASE PER NEC TO ESTABLISH GROUNDING ELECTRODE SYSTEM TH EN INSTALL EQUIPMENT GROUND TO ATS. ENSURE GROUNDING SYSTEM IS ISOLATED THEREAFTER. SQ. D W ELL "C" MODEL 6 MCC STARTER BUCKET, 240V-30, 12" HEIGHT, MAX AVAILABLE FAULT CURRENT 42KA, CLASS 8536, 15HP, NON-REVERSING, NEMA SIZE 2, w/ 120V CONTROL TRANSFORMER, H-0-A S ELECTOR SWITCH, MOTOR ON LED PILOT LIGHT (RED) AND ELAPSED TIME METER. NAMEPLATE IS TO BE I NSTALLED W/ GRAY SURFACE AND WHITE LETTERING TO READ 'WELL C". SQ. D H.S. PU MP 2 MODEL 6 MCC FEEDER BUCKET, 240V-30, 3W, MAX AVAILABLE FAULT CURRENT 42 KA, 18" HEIGHT. N AMEPLATE IS TO BE INSTALLED w/ GRAY SURFACE AND WHITE LETTERING TO SAY "HIGH SERVIC E PUMP 2". SQ. D H.S. PU MP 1 MODEL 6 MCC FEEDER BUCKET, 240V-30, 3W, MAX AVAILABLE FAULT CURRENT 42 KA, 18" H EIGHT. NAMEPLATE IS TO BE INSTALLED w/ GRAY SURFACE ANO WHITE LETTERING TO SAY "HIGH S ERVICE PUMP 1 ". @ SQ. D 120/208V-10, 3W, 50A MCB, 80% RATED, LOAD CENTER "C" IN NEMA 1 ENCLOSURE w/ PSKB1LA S ERVICE ENTRANCE RATED BARRIER KIT. @ CONTRACTOR TO PROVIDE AND INSTALL 100% RATED 40A-2P CIRCUIT BREAKER IN EXISTING PANEL "B'' TO F EED PROPOSED LOAD CENTER AT WELL "c". PROPOSED POWER DISTRIBUTION ONE LINE DIAGRAM NOT TO SCALE REVISIONS BID SET 02025 Midwe.,1�rn E11gine.:r,. ]nc. 802 W�st Bmadway Street P.O. flox-:!95 Looi,ool�c. Jndi,ma-+7553 DATE MAY 2025 DESIGN A.F.B. DRAWN C.N.M. Q.C. CHECK N.A.K. PROJECT NUMBER 2023115-01 1 0 10 OF 16 FILE NUMBER 44802 Do Not Use Plan Previews for Take Off

WATER TREATMENT PLANT SCADA SYSTEM NOTES 1 . CC OO NN TTARCATC T ROOR D S HH AE LL LM UUTTHI L I wZ E/ OP WE ENRELRESS SE XMI SI DT WI NEGS TS, CIANOCA. S( PYMS TI )E MA T I N(T5E7G4R) A T2O5R2.- 5F O8 9R1 I MT POR OPVREOMV EI DNET ST HAES FSOHLOL WO WN I NAGN DE QSUPI EPCMI EF NI ETD A N D SEARVIINCTEESGRAATTOWRELTLOHOPURSOEVI"DcE" TAHNED FWOTLPLcOWING EQUIPMENT AT WELLHOUSE "c" AINMTBRIUENSTIONTEMALPAERRMATURE SENSOR B.SERVICES INCLUDE, ETELERCMTINRAICTAIOLNSCOHFEMFIAETLIDCSDEFVOIRCECOWNIRTIRNOGL INSYTSHTEEMEXISTING PLANT PLC CONTROL PANEL PS YRSOTGERMA MPMRI NOGG R ASME RMVEIDC,E ST EFSOTRE D E XA NI SDT I NDGO CPULMA NE NT T EPDL C C O N T R O L P A N E L 2. ADDIDTIIOGNITAALL PINLPAUNTTS,PLC CONTROL PANEL INPUTS/OUTPUATNSALOG INPUTS, ANALOG OUTPUTS, WELL "c" INTRUSION ALARM WELL "c" BUILDING AMBIENT TEMPERATURE WELL "c" LOCAL H-0-A STATUS RAW WATER FLOW METER INSTANTANEOUS FLOW WWEELLLL ""cc"" RRUUNN SSTTAATTUUSS A(OLANR/MOFF) HH .. SS ,. PP UU MM PP 11 RL OUCNA LS THA -T U0S- A( OSNT/AOT UF FS) HH .. SS .. PP UU MM PP 21 RL OUCNA LS THA -T U0S- AA LSA TRAMT U S H H. .S S. . P P U U MM P P 2 2 R R U U N N S S T T A A T T U U S S A (O LA N R / M OFF) RAW WATER FLOW METER TOTALIZED FLOW DIWGEITLALL "OCU" TPRUUTNS, COMMAND H H. . S S . . P P U U MM P P 2 1 R R U U N N C C O O MM MM A A N N D D 3. IANNTAELGORGATOSIRG.NASLESPASRHAOTEWNALSLHDALIGLITABLE ATNWDISTAENDALSOHGIELINDTEOD IPSOAILRA,TEBDELCDOENNDOURITSE. QUAL UNLESS OTHERWISE COORDINATED w/ 4 . DS EI GPI TAARLA TSEI GANLALL SD I GS IHTOA LW NA NSDH AALNLA LBOEG MI NI NT.O 1 4I S OGLAA.T EWDI RCE O, NTDHUHIWT S .O RR E EF EQRUEANL CUE N 1L/E0S SL I SOTT HAEBROWVI SEE F COOR O MR DOIRNEA T IENDF OwR/M AI NT ITOENG. R A T O R . 5. EITLEICSTRTIHCEIANBIDTODINEGNSCUORNETRRAECSTPOORN'SSIBRIELSITPYONDSUIRBIINLIGTYCOTONSCTROUOCRTDIIONNATEIS SCCLOEPAER. OF SERVICES BETWEEN INTEGRATOR AND INSTALLING 6 . PT HA NE E LC. O NR TERRAOCUTTOER PSRHOAPLOL S ERDE MCOOV NE T RE OX LI S TCI NOGN DCUOI TN TARNOOL WC IORNE D UT OI T PARNOD P OWSI REED BHE. ST .W EPEUNM PE X MI SOT ITNOGR MS CT ACR TAENRD LSOCCAADTAI O NP SL C, PCROONVTI DR IONLG NEW AS REQUIRED FOR FULLY FUNCTIONAL SYSTEM (NO SPLICES). NEW PANEL 100 AMPERES A 120/240 VOLTS 'WIRE CIRCUIT ITEM FEED 1 N O. 3 SS.PASRIDEE/RR1CHLOR. LIGHTS 5 RR BASEBOARD HEATER 79 SFLOUUOTRHIDWEALRLOOEMXHRAUECSETPFTAANCLES 1 1 1 3 RESTROOM RECEPTACLES GENERATOR RECEPTACLES 1175 GSPENAREERATOR RECEPTACLES �19 �23 SPARE 25 SPACE �29 MAIN PANEL 100 AMPERES B 120/208 VOLTS A WIRE CIRCUIT I NO. ITEM FEED 3 15 E F P L X L U A IT N O T R L II D G P E H L T C S L I GHT 97 UD ENHI TU MHIEDAI FT IEERRS e-1-.1-- 13 FLUORIDE ROOM HEATER �17 HVAC OUTDOOR UNIT 2 2 1 1 9 3 E F L M A LU B E O R R B G A I E D S N E E C B Y R O O A N O R O M D T IF R H IC E E C A A T T E E I P O R T N A CSLYESST E M 2275 SRAPWAREWATER FLOW MITER ��31 SPARE 33 35 SPARE 37 SPARE 39 SPARE 41 SPARE MCA1PMHAAINSECONNECTION KAIC WIRE AMPS POLE cu. SIZE BUS 12 15 1 A 12 15 1 B 12 15 1 A 12 15 1 B 12 20 1 A 12 20 1 B 12 15 1 A 12 15 1 B 12 15 2 B A 12 20 2 B A A 3 100 2 B A MCB,: PMHAAINSECONNECT/ON KAIC WSI I Z R E E AMPS POLE B C U U S . 12 20 1 A 12 20 1 B 12 20 1 C 12 20 1 A 12 20 1 B 12 20 2 C A 12 20 2 C B 12 20 1 A 12 20 1 B 12 20 1 C 12 20 1 A 12 20 1 B 12 20 3 C B A 12 20 1 C 12 20 1 A 12 20 1 B 12 20 1 C ,.,., . ,.., LOCATION SURFACE MOUNTING S.E.L POLE AMPS WIRE ITEM FEED !CIRCUIT SIZE NO. 1 15 12 NORTH SIDE LIGHTS 2 SPACE 4 1 15 12 SPARE 6 1 15 12 OUTSIDE LIGHTS B 1 15 12 RECEPTACLES 10 1 15 12 SPARE 12 1 15 12 SPARE 14 1 20 12 MCC CONTROL CIRCUIT 16 2 20 12 SPARE �20 2 30 10 WATER HEATER 24 1 15 12 HANGING HEATER 26 SPACE 28 SPACE 30 ,,�� LOCATION SURFACE MOUNTING S.E.L. WIRE ! CIRCUIT POLE AMPS SIZE ITEM FEED NO. 1 20 12 FILTER ROOM & LAB/OFFICE LIGHTS 2 1 20 12 WELL RECEPTACLES 4 1 20 12 FILTER CONTROL PANEL 6 1 20 12 FILTER ROOM RECEPTACLES 8 1 20 12 LAB COUNTER RECEPTACLES 10 1 20 12 OFFICE RECEPTACLES 12 2 40 3 LOAD CENTER �c ,_J16 i_ NEW 1 20 12 SPARE 18 1 20 12 FILTER FLOW TRANSMITTER 20 1 20 12 FILTER MOTOR OPERATED VALVES 22 1 20 12 MAG MITER 24 1 20 12 SUMP PUMP 26 1 20 12 SPARE 28 1 20 12 SPARE 30 1 20 12 SPARE 32 1 20 12 SPARE 34 1 20 12 FLOW TRANSMITTER 36 1 20 12 SPARE 38 1 20 12 SPARE 40 1 20 12 FLUORIDE CHLORINE PUMPS 42 E1 5X HI SPT,I N 2G 4 0WVE-L 3L • P. U3M6P F"LBA" MFLAONWUFMACETTUERRECRABRLAIWNGWAINTER C SP O L N I D C U ES IT TO TOTALIZER, NO GFl M aa r,-,-• I • I ' I I '• : - I [ j : \ ++ : , -~# ! FILTER TANK • --� I -~,if; : j +r�+-------- 1 l • I •: @- I � @1161 ® : , ,: :{l: ���,� .L..� ' LJ � ', I •, V I I �-" �a" � ;_. � + ======t:'t:::::t:1:::::::1,.:,,::f::�-=--=--=-+-' ���-"-' EMXOIDSTEILNGNoL.ENLFN2O4X -G14A5SA,UN)f,IT HHPE, ATER 1900 CFM, ½" GAS CONNECTION EXISTING PANEL "B" TO REMAIN ' • I . I . I . ETOXISRTEINMGAIN30KVA TRANSFORMER • • E C X O I N S T T R IN O G L P P L A A N N E T L PLC ETOXISRTIENMGAINAUTODIALER E C X O I N S T T R IN O G L F P IL A T N E E R L TO REMAIN I ECXOINSTTRINOGL FPIRAENEALLAERQMUIPMENT TO REMAIN LAB/ OFFICE 1 , 1 1 1 1 1 1 I 1 1 I II 1 I 1 I �\ I I 1 1 1 1I I 1 I I II I 1 I II (;I_� ;("-n I I ' : ll � � �PROPOSED AE:.�R� -- 1 - crlrj 1 ¾HP, 24ov-3•. 3.2 FLA ___J_)_ _� ., II EXISTING I I I I II I I r I I I 1. FIN. WATER DETENTION TANK BACKWASH TANK MOTOR CONTROL CENTER TO REMAIN 11 CONTROL WIRING IN CONDUIT, ii UP WALL AND FLUSH w/ I II I CEILING TO EXISTING PLANT 11 II PLC PER 1/0 LIST. I I I I I I I I II I I I I !!--'--+~-PROPOSED HIGH SERVICE PUMP #2 40HP, 240V-3•. 104 FLA CONTRACTOR TO PROVIDE -"f-lti~ AND INSTALL NEW H.S. WW IERLI NL G" CI 'N' MCOOTNODRU I TS,T AURPT E WR A LCLO NATNRDO L PF LLUA NS HT PwL/C CPEEI LRI N1G/ 0T OL I SETX. I S T I N G HP.USM. PPU1MFPEE'2DEFREEBDUERCKET, BS TUACRKTEETR, WB UE LCLK E"TC 'A N D A L L F NM I E C L C L C E E RS S S S Y A S R F T O Y E M R B . U A S C E K C E E O T M O PN L E E TE ILNINFEORDMIAATGIROANM. FOR MORE ETOXISRTEINMGAINPANEL EXISTING 400A-3P AUTOMATIC TRANSFER SWITCH TO REMAIN EXISTING 25KVA TRANSFORMER TO REMAIN PB RR OE APKOESRE DD I S1 5C0OAN-N2EPC T C I R C U I T HW.I SR.I N PG U MI NP CMOONTDOURI T , S TUAPR TWE RA L LC OANNTDR O L PF LLUA NS TH PwL/C CPEEI LRI N 1G/ 0T OL I SETX I S T I N G PARNODPO2 SMEDOTOH.RS. SPTAURMTPERS1 C 2w 4 O / 0 N V C O - E U 3 I I L T ¢ I N UG C P O T N O W D AU L P C L R T O O A P R N O S D S E A F D N L UD S H H.S. PUMP FEEDER BUCKETS. FLUORIDE ROOM I <-¼ . I I I I I I I I I I II II I --- --• ----- ••____• - ·------------- •• > __·J____________ " '---lf---ll------<l----l'L-llll\,,,&J;lliµJNI .--- ..--------.----•-· ----- .• --------. _J____________ RESTROOM ' 7 t : ,�I!. -1),L=-'fic.cal _J CHLORIDE ROOM I I I I I II I I I I I I I I I I I I .. I __.__________ • -----" J EP NR TORPAONSCEED RSAETREVDI C E C AN .B D . D G I R S O C U O N N O N I E N C G T ES LE EE C TPRROODPEO SSEYDS T E M , FOONRE ALDI NDEITIDOINAAGLRAM INFORMATION. � ��?�8 - SED WATER TREATMENT PLANT ELECTRICAL FLOOR PLAN • U � l Ul <!'. > z 0 • <!'. "" 0 � ,. c Cl , . : I -p > 2; -f- -:i • :z:Ul >-V) :::.) f- N <,: :r: Ui§o -......l r-' N 0,. c,: c.,., 0 ;,: r-oOu-<:: :zµ..� .J � Ul � .<!'J. f-- 0 .,.. -< r U) Ul r c,: "" <!'. f- � "" REVISIONS BID SET @2025 M8 0i2c i w\ We s,t; et rBn r Eo andgwi naeye rSs .t r eI nect . PL.oOo.gBoootxce�.9l5ndiuna -17553 OAIT MAY 2025 DESIGN A.F.B. DRAWN C.N.M. Q.C. CHECK N.A.K. PROJECT NUMBER 2023115-01 1 1 11 OF 16 I FILE NUMBER I 44801 Do Not Use Plan Previews for Take Off

16' - O" � � <D <D / / / / / ,, I_ lEL 743.62' V i� V I I/ ' 6½" 14'-11" I 6½" V z' �1 - ..... - w, ' �I " V - "' 2 \,. 1 \ ... "I 1:_) 3'-9" / / / / - 4- �-lt-fa), 1 , , I ' ' " ' '' d \ • II ''i-=-""�/ r I I I ' I _J ,.rz:. y ;j'I -·-·- - +-- --·-·- T -·- � W#2OOORD ST B U 2 E D x T S 6 T @ S E P R 1 F 6 "D.C. V / / V 2'-9" I �-i "' / , , � / <D 0.., " THK POURED CONCRETE J 4w/ 6 x 6 W1.4 x W1.4 W.W.R ST O O V O E P R MIN. 4" COMPACTED BASE 4'-10" ... I / ' " 1 I ' ', 12 I ... 3'-5½" 6'-4" I I I °"w go i I / / J� ' /\\ ,/1 � I "'0 I 4'-0" '< EL. 743.50'- ■ ... ' 1 , 13 8'-0" � 16'-0" 0 - DOOR TYPE, SEE SHT. 13 16'-0" � / 1 " ', 13 "' 4'-3½" EL. 743.62' 2x6 SPF#2 OR / SB TEUT TDESR@W1O6O" D0 . C . I, 6½ / I, 6½ I, �\. 0 I, - � / 4w"/ C6 xO6NWC 1R.E4 TxEWF1L.O4 OWR. WS.LRA. B / OA NV DE RM6I NM. I4L" VCAOPMOPRA CB AT ER DR I BE ARS E , FIN. FLR EL. 743.50' / OS 4" T V T 0 E H 0 R K P M. P w IN O / 6U 4 x R " 6 E C W D O 1 M C .4 P O A N x C CW T R 1 E E . D 4 T WE B A.WSE.R. r---------------- ------ 7 1' - 4" ROOM FINISH SCHEDULE +------+- FLOORS BASE A B AwR/E SCEAOLNACNRTETE 1 NONE WALLS CEILING MPAA SI NOTNERDY PVC LINER A (INTERIOR & 1 PANELS EXTERIOR) ROOM FINISH SCHEDULE IS LOCATED UNDER ROOM NAME OFFICE --ROOM NAME BFLAOSOERS -- A 1 A 1 --CEILING c_ __ WALLS GENERAL NOTES. 1 . AADL LM I NWIOS RT RKA TAINV ED BMUAI TLEDRI NI AGL SC OSUHNACL LI L CCOONDFEOSR MA NTDO RI ENGDUI AI NAAT I O N S . 2. MALALNUMFAATCETRUIRALESR'SSHRAELCL OBMEMEANPDPALTIEIODNSIN. ACCORDANCE WITH THE 3. SEE SPECIFICATIONS FOR THE FINISH INFORMATION PREFABRICATED METAL ROOF PANELS OVER #30 FELT UNDERLAYMENT %" APA RATED SHEATHING ROOF PANEL STAND RAKE TRIM--JIUI T2 RX E4 AL TAEDDD E2 xR6I NRGA@K E 2B4O" A0RCD. wC/ OM NE TT .A VL EFNATSECD! AA TL UR IMM. ---------lti-----_PRE-ENGINEERED WOOD TRUSS SOFFIT AND TRIM VINYL SIDING ---U---- - ---' BLOWN-IN CELLULOSE INSULATION (R38) ½" OSB SHEATHING PREFABRICATED METAL ROOF PANELS OVER #30 FELT UNDERLAYMENT SIMPSON STRONG TIES ¾" APA RATED SHEATHING DRIP EDGE A 1 '-4" 2 12 P R E - ET RN UG SI NSEEESR@E D2 W4 " O0OCD. _ --e;:-----1\/r-__.-­ ETLREUVS. S7 5/ B3R. 4G2 ' , ' 16'-0" C3E' - N0 "TxE3 R' - 0E"DS OK YV LEIRG HWTE OL LP EP NU IMNPG, FIELD VERIFY LOCATION 16'-0" 12 1 '-4" 1' - -4" Jr-c--- BI NLSOUWL NA T- I INO NC E( RL L3U8 )L O S E Q����c_'s;f_:::::),----1 NSULATION BAFFLE ...... ,,.TRUSS/BRG. "'ELEV 753.42" VAPOR BARRIER TRUSS DESIGN SCHEDULE @ (0 0 TREATED 2x6 FASCIA/RAKE BOARD 2x4 LADDERING@24" O.C. D4:R1O2 PPITTOCHP,CwH/1O'-R23D:" GOAVBELREHAENNGD TERAUCSHSE, N1D6'-0" SPAN, SP ITTACNHD, AwR/ 1D' - 2T3R" UOSVSE@R H A2 4N" G0 ECA C, 1H6 "E- 0N" DS P A N , 4 c 1 2 OGVIREDREHRATNRGUOSNSE, 1E6N'-0D" SPAN, 4:12 PITCH, w/1'-23:" Mw/O1N'-2O3:"TORVUESRSH@AN2G4"O0NCE ,E1N'-D8" SPAN, 4c12 PITCH, PCILTICP PHE, wD/-1E'-N2D�" TORVUESRSH@AN2G4"OON.EC .E, N11D'-- 4i" SPAN, 4:12 20" x 40" ATTIC ACCESS OPENING TVRENEATETEDDR2IDx4GEBLVOECNKTING FOR CONTINUOUS ROOF SHEATHING SHALL BE i" APA RATED SBHOEAARTDH. I(NNGO,TESXHPOOWSUNR) E 1, ORIENTED STRAND PROVIDE CHIMNEY CRICKET@SKYLIGHT OPENING TRUSS GENERALNOTES 1. C CTO E O R N T T T R I R F U A I S E C S D T F B O A Y R B A R S N H IC A I A N L T D L I IO S A N U N. BA MRI ET GFIOS RT ERREEVDI EAWR CT HR UI TSESC TS HOORPEDNRGAI NWEI NE RG SP R I O R 2. IDNE AS DI GDNI T DI OA NT AT OA BLOI VVEE, , DTERAUDS, SAENSD SCHOA LLLL ABTEE RDAELS LI GONAEDDS TLOI S RT EE SD I SI NT T H E T R U S S MA DE DCIHT AI ONNI CAALLCEOQNUCI PEMN TERNAT T, EP IDP IONRG DOI RS TORRI BI FUTTf EN DG LSONAODWS. I M P O S E D B Y E I T H E R 3 . TARCUCSOSREDSA NS CH EA LWL IBTEH BTRRAUCSESDBLRAATCEI NRGA LRL EY CAON MD MDEI ANGDOA NT IAOLNLSY SI NE T F O R T H B Y THE TRUSS PLATE INSTITUTES. 4. HA TU RA RL LI CRAON OE FT ITERSUSSISM IBLEA ARRTI NOGS PI MOPI NS TOSN PSRTOR VO/ ND GE - T2 0I EGHA4 GOARL VA APNPIRZ EO DV ESDT E E L EQUAL (2 PER TRUSS/1 AT EACH END). 5. PT RR UOSV SI DEES ,2 xM6A SI NHTEAAI RN B1 LI NOCCHK I VNEGNWT I ILTAHT ISOI MN PCSLOENA RA A3 N5 CT IEE BS EBTE WTEWEENE NT OAPL LOF BLOCKING AND ROOF SHEATHING. TRUSS DESIGN DATA �---------�I � ,'> • r; ;.,. , ,._ , , . .-::· :"� ,'..• .' �••'• ,. , .."' .,".' .,.• � I I '· I TREATED 2x6 __wbJcc-,,;_=;;-,,;_ -�=�-:-::- -�-�-! GUTTER TREATED 2x6 FASCIA BOARD w/ METAL NUDO, NUPOLY PANELS TRUSS DESIGN LOAOSc TOP CHORD DL IEVAED/ SLNOOAWD L O A D 2 10 0 P P S S F F 10 PSF I '· 1 , --- ----7 ·· I I • I � 2 I I ;, I DOUBLE TOP PLATE ----------- VAPOR BARRIER NUDO, NUPOLY PANELS FASCIA TRIM I ,, I -'---I I .. I 29 Ga. PREFINISHED _________, FORMED MTL WALL PANEL 2 2 x 4 4 " O FU .C R . RING STRIPS@ C O NATLI UN MU OI NUUSMVSEONFTFEIDT AND TRIM I • I , - 1 COORDINATE FLOOR SLAB ' I ' I OPENING LOCATIONS AND SIZES I �-· I l I •, w/MECHANICAL PIPING PLAN : ' : I 1 : "'-<•�:--8" POURED CONC. WALL w/ I • I 4" CONCRETE FLOOR SLAB I I I •. I w/6x6W1.4xW1.4WW.R I, I No. 5 BARS@12" oc.e.w. - I _•, I OVER 6 MIL VAPOR BARRIER I I ' I -- I I, I A "'/ 2 '\. I - I ,:' I / 2 '\. ""'1-----'=-----,a�,---tc-t-�- -----;-++-�""'l-----''----- 1 _ I ·, I \ 13 ' 13 I • • I I '- - :•-1 �---------,,---1c,�"t-t-, I . I I , I 6'-8" , I _ f--24" x 12" CONC. STRIP FOOTER I 10,'.l ' I • ' I wl 3 #5 BARS CONT., TI FTR ELEV. 740.5' : � L-/-�-": -----$--+-v---1 '._ : �- ----�, -+c_._, ··. -�-it�-_... "' I r I I / , . ·• -,.. I L+-----t--�-·�' e-lJ l_lJ~� : i ______ _J b l+: ,·:. 0 I ,- ;;_ TO\lvl:P '. 7 I ., (SEE �HT 3) : : NUMBE R DRAWING LEGEND PIPING S H½E" APTLHY IWN GO OEDA .WSAI DLEL _ _______--H,x w/ FRP PANELING ON 29 Ga. PREFINISHED __ FORMED MTL WALL PANEL INTERIOR SIDE 2 GABLE END DETAIL SCALE: 1"=1'-0" 1 '-6" DOOR OPENING WIDTH S# 5L ABBA RM IxDODPEEPNTIHN G + 3 ' - 0 " @ 1 '-6" / 2x4 FURRING STRIPS@24" O.C. TREATED 2x8 DOUBLE TOP PLATE ><[!--------½" PLYWOOD WALL SHEATHING EA. SIDE w/ FRP PANELING ON INTERIOR SIDE SOFFIT END DETAIL SCALE: 1"=1'-0" OI NNS TRAOLOL FCAHBI MONV EE YSCK RY LI CI GK HE TT BTOOPTTOCMHOCRHDORD DEAD LOAD TOTAL LOAD D" VOEML UE XC" UARCBR Y L I C SKYLIGHT I! I\---- FTRRAEMATEED 2x8 40 PSF 8 " WB EI DL EO Wx MGI RN A3D0E" TURNDOWN SLAB Existing Well Casing, Provide½" Expansion Joint Existing Bore Hole #5 BAR x 2'-6"@SLAB MID DEPTH ' "' 8A"DEDM(B3 )E#D5DBI NAGR SE@A C HA LWL AOYP E N I N G S PRE-ENGINEERED CLIPPED-END TRUSS---.J I1------EXTERIOR COVER TO MATCH !J--------------��'._____ � THE GABLE END OF BUILDING I ½PA" IONSTBEDSHEATHING, 4'-10'' 5'-8" N 0 w/ 3 #4 BARS � /--" • 1 6' --4" 16'-0" 4'-0" FOUNDATION PLAN SCALEc )\"-1 '-o" Slab Opening Sized for 8" D.I. Pipe 8" MJ 90" Bend ® 8" 0 D.I. Pipe ® Apron Reinforcement Required (j) Compacted Engineer Approved Fill Required 0 NOTE, lYPICAL SIAB REINFORCING @ ALL DOOR OPENINGS TYPICAL DOOR OPENING REINFORCEMENT DETAIL NOT TO SCALE KEY NOTES• &SKYLIGHT TO BE CENTERED OVER HIGH SERVICE PUMP LOCATION. PROPOSED WELLHOUSE 'C' FLOOR, ROOF, AND FOUNDATION PLAN, SECTION and DETAILS SCALE: AS NOTED tr---2x TREATED FRAME FFOORR EHQATUCIPHMOEPNETNING REMOVAL HEADER OPENING 4 HATCH DETAIL SCALE: 1"=1'-0" PTRREU-SESNGINEERED MONO 12 TTOREPAPTLEADTE2x8 DOUBLE 1 '--4" REVISIONS BID SET 02025 11--lidwestem Engirw�n,. lnc. S02 Wes! Bromlway Stred P.O. I-lo, 295 Lougoo1ee. Indiana 47553 DATE Mo�, 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK A.E. PROJECT NUMBER 2023115-01 1 2 12 OF 16 I FllE NUMBER I 44800 Do Not Use Plan Previews for Take Off

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