�� wwI 0Fz 0 �' "w ;I , FIELD LIFT STATION REHABILITATION FOR THE MAYOR DAVID RHOADS CITY COUNCIL DARIN LUNSFOR, DISTRICT 1 ALLEN BROWN, DISTRICT 2 TOM GRESS, DISTRICT 3 DOUG CAMPTON, DISTRICT 4 RANDY EMMONS, DISTRICT 5 KEN SHOWALTER, AT LARGE DAVID DAHL, AT LARGE CLERK-TREASURER BETH McGOOKEY ASSISTANT WASTEWATER SUPERINTENDENT MIKE ROACH ATTORNEY TIM DANT WASHINGTON, INDIANA DAVIESS COUNTY, INDIANA JULY, 2025 PROJECT LOCATION ' 550 (' >- ..,,..., I Ragsdale l I .__I KNOX ) Graham I '--. Sf ," 61 I Plainville Epsom Ra Cornettsv1lle \\ Boggs Cr, Rcsen 57 11.1 14.4 Cum back 14.2 DAVIESS Indiana's Historic Pathways lo -�o./J 2.5 Cannel Montgomery Corn in Glendale Waco £Q- ---- d• • Glei , ,. HudsonvI Ile Stat, LOCATION MAP NOT TO SCALE N NOTTO SCALE �wi BID SET 1«-�"•-;::========================================�;=====================:::::;--;=========================,;====.:;;:;:===,;==:=:======::==�=�:=:===:==:=======,i=======,t Q ......_ ;t:; 9, o '-S>i Z 1,,,,11111111,,,, COPYRIGHT © 2025 Midwestern Engineers, Inc. :,'" '-ii; � Quality Engineering Setvi<.:C6 Si.nee 1959 .. �,�fl \CK W /, q:t1 , , , _.. i M § M. d . � �"" Q .,.. PROJECT NUMBER � J� 1 western Engtneers, Inc. PLANS CERTIFIED sY,___ ,e .,,,_.,,.f;;:, ,.,.,, ...;..h ,,,,,-""'---"'1..._-�-=· =-7-'- 1 � 14 -', 1 =20 � 25_ ,-.,.,...�"""�,., �\ 2024042-04 <t !;:,� Ji. R. DERICK WI� DATE fi NO, � 1------------------, � cf� 6809 Corporacc Drive, 79'<, 802 West Broadway S1., P.O. Box 295 REGISTERED ENGINEER No. 1000091 STATE Of INDIANA 5 � 10000091 : § ,________________, .,. Z � Indianapolis, IN 46278 Loogootee, IN 47553 :, � � : ti'.. 2: -I Ph:317-334-0262 Ph: SU-295-2800 QUALITY CONTROL � 0 STATE OF � $ ffi � REVIEWER·. � A'�a 1N01All'- r� § :; ':el Webs.i,c: mi<lwtstcrneng.com Fax: 812-295-2801 Email: meinc@midwes1erncng.com � VQS .t.\\V ll' FILE NUMBER 1 1 OF 4 O N Consultants • Civil - Mechanical - ElectricaJ DA TE �,,,,. IONA\.� �,,$- 55 L,!;;;;; ;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;:::.,:;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;:: ;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::�;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;:::.!:;;;;;;::�����Hl �lll �U��� ;;;;;::;;;;;_!;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::�45�0�97;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;!,!;;;;;;;;::;;;;;::;;;;;::;;;;;::;;;;;::;;;;;;:,,J , . <c Do Not Use Plan Previews for Take Off
w z r �' N �, z . \J] z �" , 0, .� Q �� :: ...si, N 9 �N ► - §� ;; vcl �N .0 a .. w@ � " •r < .. ow < .Q a: � Q !al .� 0 � 00 O �z ¥-, ill� �y 2� s 'lii <c INDIANA DEPARTMENT OF TRANSPORTATION: LOCAL AGENCIES: Office of the Mayor Mayor - David Rhoads 200 Harned Avenue Washington, IN 47501 Phone: (812)2 54-5575 Office of the Building Commission Building Commissioner - Jon Casper 2113 Memorial Avenue Washington, IN 47501 Phone: (812} 254-8208 GENERAL NOTES: 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. Vincennes District 3650 U.S. Highway41 Vincennes, IN 47519 Phone: (800) 279-5758 Email: swincommunications@indot.in.gov Office of the City Council Darin Lunsford -District 1 Daviess County Highway Dept. Highway Supervisor - Chris Winkler 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN DATUM (NAD88). District Permits Manager Sara Polmanter Phone: (812) 381-4566 Email: spolmanter@indot.in.gov District Permit Inspector Dwayne Detzer Phone: (812) 937-4481 Email: dwdetzer@indot.in.gov UTILITIES Allen Brown - District 2 Tom Gress - District 3 Doug Campton - District 4 Randy Emmons - District 5 Ken Showalter - At Large David Dahl, At Large 200 Harned Avenue Washington, IN 47501 Phone: (812)2 54-5575 5247 E 100 N Montgomery, lN 47558 Phone: (812) 444-5798 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 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. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. SANITARY: City of Washington Utilities 169 S 200 W Washington, IN 47501 Phone: {812) 254-2792 Contact: Mike Roach ELECTRIC: Washington Light & Power 2100 Memorial Avenue Washington, IN 47501 Phone: (812) 254-5171 5. DOWN TIME COORDINATION MUST BE MADE WITH THE WASTEWATER UTILITY. COORDINATE WITH THE UTILITIES SUPERINTENDENT, M!KE ROACH AT (812) 254-2792 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION Email: randall.ennis@washingtonin.us Contact: Randy Ennis 6. PROPERTY LINES, WHERE SHOWN, ARE BASED UPON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE PLAN SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY WATER: Daviess County Rural Water System, Inc. 1082 N 350 E TELEPHONE: AT&T Washington, IN 47501 Phone: (812} 259-2080 Email: dcrws@gmail.com Contact: Tony Auberry Email: g09871@att.com RTC Communications 244 N. Main Street Montgomery, IN 47558 Phone: (812) 444-1214 Email: mhumphrey@rtccom.com Contact: Mark Humphrey 7. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. City of Washington Utilities 3023 Cosby Road Washington, IN 47501 Phone: {812) 254-3911 Contact: Jim Loyd GAS: Centerpoint Energy SHEET SCHEDULE SHEET DESCRIPTION 1 COVER SHEET 1800 W. 26th St. Muncie, IN 47302 Phone: (765) 287-2119 Email: publicproject@centerpointenergy.com Contact: Jon Eastham 2 GENERAL NOTES AND INFORMATION AND OVERALL MAP 3 SITE PLAN AND RENOVATION DETAILS 4 SITE ELECTRICAL PROPOSED (s) PROPOSED SIZE .. PROPOSED VALVE • PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE � PROPOSED FLUSH HYDRANT ¥ PROPOSED 2 WAY HYDRANT t PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE r:i PROPOSED LEAK DETECTION II PROPOSED / RELOCATED METER 8 PROPOSED PRV " PROPOSED CHECK VALVE ' PROPOSED AIR RELIEF VALVE @) PROPOSED GRINDER PUMP .. J, er PROPOSED SANITARY VALVE PROPOSED CUT AND CAP REVISIONS &. REVISION DELTA AND DATE REVISION CLOUD : : a,,.. WATER TELECOMMUNICATIONS t EXISTING l EXISTING :- YS EXISTING ◊- 3-WAY FIRE HYDRANT AND VALVE 2-WAY FIRE HYDRANT AND VALVE FLUSH HYDRANT AND VALVE --ID--- TELEPHONE PEDESTAL ~eo- FIBER OPTIC WARNING / LOCATE POST l"l TELEVISION PEDESTAL I YARD HYDRANT • EXISTING BLOW OFF AND VALVE 'I • PRESSURE REDUCING VALVE r.,1 EXISTING LEAK DETECTION DEVICE WATER METER ,. SPRINKLER HEAD .. EXISTING GATE VALVE @ EXISTING BUTTERFLY VALVE 0 EXISTING CHECK VALVE $ EXISTING CORP STOP EXISTING WATER MAIN AND SIZE -s··w 6'"W SANITARY SEWER ___,.___ FORCE MAIN WARNING / LOCATE POST 'I EXISTING AIR RELIEF VALVE @El LIFT STATION AND VALVE PIT ° CLEAN OUT " EXISTING SANITARY VALVE 8 SANITARY MANHOLE @I SANITARY GRINDER PUMP $ SANITARY CORP STOP SANITARY MAIN / FORCE MAIN ___,"___ ELECTRICAL El ELECTRICAL PEDESTAL " ELECTRICAL METER -¢-'Iii LIGHT POLE '<'>--UTILITY POLE WITH GUY BURIED ELECTRIC -,-,-,- OVERHEAD ELECTRIC --- o,, ___ GAS BURIED TELEPHONE -- ' --- ~r GAS WARNING / LOCATE POST li EXISTING GAS VALVE 'V GAS METER GAS MAIN AND SERVICE LINE ___ , _____ , __ _ SURVEY ♦ SURVEY POINT / BENCH MARK £ SURVEY MONUMENT V HIGH WATER MARK STORM SEWER ® am STORM STRUCTURES > - _1;>".__cMP--< CULVERT TYPE AND SIZE 8 STORM MANHOLE MISCELLANEOUS @ SIGN , SATELLITE DISH El RIGHT OF WAY MARKER □ MAIL BOX o� POST T-POST @) MANHOLE • REDUCER ®� CAP TREE WOOD FENCE --! I -- WIRE FENCE --•---•-- ELECTRIC FENCE __,_,_,__ CHAIN LINK -- cc- - cc-- FENCE ['.§J HOUSE I H.T. I HOUSE TRAILER ' ' -;--;AN 0;,;NWooo DRIVE ·y-- ------ ,w . ' '""' ' . ; I � r /j. I p,e 8 �'3;;;:-1@t· ,.. • I \ e . • ' 8 I 1 . -c. "f.. ,.•. \ �\'y•• - I � SAA---M• -=--68 1__._ e-8 N '/4, I ---:-1 • - l �II \ -8 .• ,-; . I : ... """ "" ?a -1 ,. e � .. - .; ··1:!.V, -•• ' I ,;> L(-'-- ' D ____, ., • ----�- �� �--._, = -"-8--""'----<8•---4,lkl.\" - • ,] EXISTING FIELD LIFT STATION No. 71 - "Al! ·--'---,,,. --- � I 8 - .,,_ , "" +---4 '"' :...:-.-.--�.; ----., '\.__,,,, ,:---, • - • * . .......--:=8 � r'(;/11'1 .....--.:, --� .. \'-._ � - er 300 8 I • REVISIONS iei;:,,.J� 7/14/25 BID SET 02025 Midwc.�t�m Engineers. lnc. 802 West Broadway Street P.O. Box 295 Loogootee, Indiana 47553 DATE JULY 2025 DESIGN R.D.W. DRAWN J.A.J. Q.C. CHECK PROJECT NUMBER 2024042-04 2 2 OF 4 I FllE NU.BER 45096 I Do Not Use Plan Previews for Take Off
- EXISTING VALVE VAULT EXISTING SITE (LOOKING SOUTHEAST) GRASS I I I I \ I / / I \ / ' / \ ELIXF.T4S" TFA/MTITOON ENXo.. 5 / / / / \ \ \ \ ' / / / I I I I I J I I I \ \ ' ,--,--,--,--,--,--,--,--, ---- '- ' '- I / - STONE I I I I I ! \ I I I \ \ '- '- I I I I I I I I \ \ \ '- '- I I EXISTING SITE (LOOKING NORTHWEST) I I ERXIMISETLINEGV: V4A9L0V.9E5'VAULT BTM ELEV: 486.93' ( I I I / ✓ REXI MISETLINEGV: W49E2T.6W0'E L L BTM ELEV: 477.22' EXISTING VALVE VAULT EXISTING SITE (LOOKING NORTH) • �FROMEX. < MH1105 • 1 4C- I1T0Y- 2O5 F- 3 W0 4A- 0S4H5I .N0 G0 0T- O0 1N7 I EX. MH1444 I ----------RIM ELEV: 490.51' e-- I I NN V V . . 4 4 8 8 1 1 . . 9 81 1 ' ' ( ( O IN U ) T) :·A·. �w . EE QX IUSITPIMN GE NETL ERCA CT RKI C A L GRASS / / I I I I I I I I 10 / / 5 0 '••� .,,--/// --EXISTING TRANSFORMER "'· / � / / ----------""'<¼�,-,.-----;I----- � EX. MH1442 RIM ELEV: 489.92' IINNVV.. 447799..12T2' ((IONU) T) STONE I I I I 10 EXISTING VALVE VAULT 1 3 AIR RELEASE VALVE BYPASS PUMP CONNECTION L ____ .J EXISTING STEEL VALVE VAULT BYPASS PUMP CONNECTION VALVE VAULT PLUG VALVE / •JI .... REPLACE EXISTING PUMPS 4" PLUG VALVE (TYP.) WITH NEW PUMPS. SEE SPECS 4" CHECK VALVE (TYP.) N 0 PLAN 4" PLUG VALVE (TYP.) . . . AIR RELEASE VALVE f TOP OF VALVE VAULT ELEV. 490.95' • 4" F/M OUTLET PIPE (NE) TOP 487.80' BTM OF VALVE VAULT ELEV: 486.93' NOTES: EXISTING STEEL VALVE VAULT VALVE VAULT 4" CHECK VALVE (TYP.) ELE 4" FORCE MAIN ELEV. 490.70' . REMOVE EXISTING PUMPS, PUMP BASES, VERTICAL DISC. PIPES, r�1-:,1--.1:1, FITTINGS, AND APPURTENANCES FROM EX. WET WELL. PROVIDE AND INSTALL TWO (2) NEW SUBMERSIBLE PUMPS, PUMP BASES, 2" S.S. LIFTING RAILS, S.S. CHAINS, 4" D.I. CL 350 PIPE, D.I. FITTINGS, AND RELATED EQUIPMENT PER THE SPECIFICATIONS. WET WELL WET WELL EXISTING WET WELL 8" INLET PIPE N INV. 481.85' EXISTING 6-0' DIA. CONC. WET WELL 8" INLET PIPE SE !NV. 478.75 36"x36" HATCH .. I ,. .. TOP OF STATION f ELEV. 492.60' GRADE VARIES ELEV. 490.49' - 490.90' EXISTING 6-0' DIA. CONC. WET WELL 8" INLET PIPE (N) FROM MH 1444 INV. 481.85' • 8" INLET PIPE (SE) FROM MH 1442 INV. 478.75. BOTTOM OF WET WELL qt ELEV. 477.22' 1. THE EXISTING LIFT STATION SHALL REMAIN IN SERVICE DURING THE ENTIRETY OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE ANY ANO All TEMPORARY BYPASS PUMPING WHILE THE UFT STATION IMPROVEMENTS ARE TAKING PLACE. DURING ANY BYPASS PUMPING, THE CONTRACTOR SHALL BE REQUIRED TO KEEP A SPARE BYPASS PUMP AVAILABLE. CONTRACTOR SHALL DEVELOP AND SUBMIT ANY BYPASS PLANS TO OWNER & ENGINEER, PRIOR TO IMPLEMENTATION, FOR REVIEW. 2. STATION DOWNTIME SHALL BE KEPT TO A MINIMUM. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL AFFECTED UTILITIES PRIOR TO THE BEGINNING OF PUMP REPLACEMENT. 0 SECTION 1 ---- NOTTO SCALE 4. SEE ELECTRICAL PLANS FOR IMPROVEMENTS INCLUDED WITHIN THE SCOPE OF THIS PROJECT. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE EXISTING LIFT STATION AND ALL EQUIPMENT DURING CONSTRUCTION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF ALL DEMOLISHED MATERIALS. THE DISPOSAL OF DEMOLISHED MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS 7. THE OWNER HAS RIGHTS TO ALL DEMOLISHED MATERIALS (PUMPS, VALVES, PIPING, ETC.) CONTRACTOR TO COORDINATE SALVAGED ITEMS WITH OWNER PRIOR TO DEMOLITION WORK. SALVAGED ITEMS SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE SPECIFIED BY THE OWNER (LOCATION TO BE WITHIN THE CITY OF WASHINGTON). SITE PLAN AND RENOVATION DETAILS • RE\r1SIONS BID SET C 2025 Midwestern Engineers, Inc P80.O2.WBoe>xt2fl9r5oadway Sui;:et Loogootee, Indiana 47553 DAT£ JULY 2025 DESIGN R.D.W. DRAWN J.A.J. Q.C. CHECK PROJECT NUMBER 2024042-04 3 3 OF 4 I FllE NUMBER I 45095 Do Not Use Plan Previews for Take Off
G 0 u u w 0 0 u �' w z' 0 G 'R �" � -� g• 0 J �� ' ON §� ;; 0, ., �;3' • ;z;@ < ,. ·� Q o" !al -��� � .Q 00 U Sz �-, zo W< ,u ,_�� ".·� GENERAL ELECTRICAL NOTES ALL WORK SHALL COMPLY w/ INDIANA ELECTRICAL CODE. CURRENT EDITION. PROVIDE ALUMINUM UNI-STRUT AND ACCESSORIES AS REQUIRED TO MOUNT ELECTRICAL EQUIPMENT. ALL HARDWARE SHALL BE STAINLESS STEEL. ALL BURIED CONDUIT SHALL BE SCHEDULE 80 PVC w/ LONG SWEEP ELBOWS, UNLESS OTHERWISE NOTED. ALL EXPOSED CONDUIT SHALL BE ALUMINUM. GROUT AROUND ALL PENETRATIONS INTO CONCRETE STRUCTURES. ALL ENCLOSURES SHALL BE NEMA 4X S.S. UNLESS OTHERWISE NOTED. ALL ENCLOSURES SHALL HAVE A HASP AND STAPLE FOR PADLOCK. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT, WIRING, OTHER MATERIAL, AND INSTALLATION FOR A COMPLETE AND FUNCTIONAL SYSTEM. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. SEED AND STRAW OR STONE ALL SURFACES TO PRE-DISTURBED CONDITION. CONTRACTOR TO REMOVE UNUSED ELECTRICAL EQUIPMENT AS A RESULT OF THE PROJECT. OWNER RESERVES THE RIGHT TO ANY REMOVED EQUIPMENT. ANY UNWANTED EQUIPMENT, MATERIAL, CONDUCTORS, ETC. SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ENSURE 5' MIN. BETWEEN WETWELL VENT AND JUNCTION BOX. LOCATE NEW JUNCTION BOX AT A MIN. OF 18" ABOVE TOP OF WELL. CONTRACTOR TO VERIFY CONDUIT SIZE BETWEEN JUNCTION BOX AND PUMPS IN WET WELL TO ACCEPT PUMP POWER CABLES (PER NEC), TYPICALLY USE LONG SWEEP ELBOWS. POWER FOR TEMPORARY BYPASS PUMPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ELECTRICAL CONTRACTOR TO COORDINATE w/ CONCRETE CONTRACTOR FOR EMBEDDING CONDUITS INTO CONCRETE NOTE, CONTRACTOR SHALL CUT AND REMOVE EXISTING METAL BACKING PANEL TO THE EXTENTS SHOWN. DO NOT USE HEAT BASED METHODS (TORCH), ONLY COLD CUTTING METHODS. FILE ALL CUT EDGES TO REMOVE BURRS AND SHARP EDGES. INSTALL A NEW 4"x4'\Y," ALUMINUM TUBE w/ TOP CAP PLATE AND 8"x8"xl'," B.P. WELDED TO BOTTOM, INSTALL NEW SUPPORT COLUMN USING ½"x6" 316 S. S. MASONRY SCREW ANCHORS SIMILAR OR EQUAL TO "SIMPSON STRONGTIE" TITEN HD. WELD EXISTING METAL BACKING PANEL TO NEW 4"x4" SUPPORT COLUMN SIMILAR TO EXISTING WELD PATTERNS (MIN. 3" FILLET WELD EACH SIDE @ 12" O.C. CONTRACTOR SHALL SUBMIT SHOP DWGS FOR REVIEW PRIOR TO ANY FABRICATION OF SUPPORT COLUMN. NEW 4"x4"X)I" T6061 ALUMINUM TUBE COLUMN w/ ¼" THICK CAP PLATE AND s"xs"xY," ALUMINUM BP WELDED TO BOTTOM. (HEIGHT OF TUBE SHALL MATCH EXISTING) EXISTING PUMP CONTROL PANEL AND--s-----c= JUNCTION BOX TO BE REMOVED AND REPLACED AS SHOWN. CONTRACTOR TO EXTEND EXISTING CONCRETE BASE 16" CUT EXI STING ALUMINUM SUPPORT---,£ii COLUMN FLUSH w/ CONCRETE SURFACE & FILL VOID w/ CONCRETE. EA X P P P O LYS E EXIST I N GBD O CNF OAD NCI NECGR OE ATF GE EN B T A ST E O . ------,r- 27" EXISTING HEAVY DUTY, DOUBLE THROW, IOOA-3P NON-FUSIBLE DISCONNECT IN NEMA 4X S.S. ENCLOSURE TO REMAIN EXISTING SERVICE ENTRANCE RATED, HEAVY DUTY, SINGLE THROW, 100A-3P FUSIBLE DISCONNECT IN NEMA 4X S.S. ENCLOSURE TO REMAIN ---EXISTING 120/240V-1¢, 3W, 60A MCB LIGHTING PANEL TO REMAIN -- -15KVA TRANSFORMER, PRIMARY - 480V-1¢, 2W, SE IN C N ONDARY - 120/240V-1¢, 3W EMA 3R ENCLOSURE TO REMAIN CONTRACTOR SHALL EXCAVATE 24" MIN. BELOW GRADE TO TI E NEW CONCRETE BASE TO EXISTING. EXISTING FIELD LIFT STATION No. 7 ELECTRICAL RISER NOT TO SCALE I 8---EX. MH PANEL ""' AMPERES MCBMAIN CONNECTION eowrn D I SrnlB!JIIQt:J A 120/240 VOLTS ' -�WIRE 1 KPHAIACSE CIRCUIT ITEM FEED WIRE AMPS POLE NO. SIZE _!35__ MAIN TANK LIGHT 7 OUTLET __g_ HEAT TRACE , , SJ UT ANI CNTLIEOSNS BSOTXE E L CABLE ACCESS ALUMINUM 16 I " " 6 60 2 12 20 , 12 20 , 10 30 2 �, � FRONT VI EW 14¾" " -14"- CONTINUOUS PIANO HINGE - SURFACE MOUNTING S.E.L B C U U S . POLE AMPS WIRE SIZE A , 20 12 B , 20 12 A , 20 12 B I 20 12 A 2 30 10 B RIGHT SIDE LEFT SIDE VIEW VIEW s" 7lf ITEM FEED .. .. POLE LIGHT HEAT TRACE CONTROL HEAT TRACE LOUVER PLATES STAINLESS STEEL �-ALUMINUM MESH 7" PF AA CD EL -O CMKOAUBNLT E HASP NBOOXTE,DIJMUENNCTION SIONS SCR HOE ONF EWT RRNEA NCACT ROE ER OF TNOOLR Y , SAAIPPZPPELL II CCF AOA BTRILOEN . P U M P RACK LOCATION CIR N C O U . IT 2 4 6 8 ,...!Q... 12 JUNCTION BOX DETAIL NOT TO SCALE - (H1O2R)I Z#. 3B A R S r 24" 1--18 - l ....,.__J -#4 TIES @ 5" O.C. (B5E) D1R9I"LL#4 REBAR DOWELS TO ED AND EPOXIED 6" INTO EXISTING CONCRETE BASE SSTIMRIOLNARGTOI R EQUAL TO "SIMPSON E" SET-3G OR EQUAL ; , . � • • • • , • • • .. ., • • • . ,· • ' .. ., . . • • :f • • • , . , . • RE# 4 I NRFEOBRACRE 1C2O"N COR. CE. TEE. W .w / • .. "SIMPSON STRONGTIE" SET-3G EPOXY ANCHORING SYSTEM OR EQUAL. (3) J,"x6" 316 S.S. ASTM A193 GR.B8M STAINLESS STEEL ALL-THREADS IN CONCRETE w/ 316 S.S. ASTM Al94 GR.BBM HEAVY HEX NUTS & FLAT WASHERS. 8" , . • • NOTL DISSIMILAR METALS SHALL BE ISOLAT ED w / BITUMINOUS COATING WHERE SURFACES IN CONTACT. NEW-+--EXISTING VISUAL ALA-RAMUDIBLE ALARM P LUI MF I P'P ASCNTOEANLTTI OR NO L NEYA 4X S.S. ..--CONTRACTOR TO INSTALL AND SUPPORT FOUR CONDUITS BETWEEN JUNCTION BOX AND PUMP CONTROL PANEL EACH w/ CLASS I DIV. I SEAL OFFS, TYPICALLY USE MYERS HUBS. -(1) 2" PUMP #1 POWER -(1) 2" PUMP #2 POWER -(1) I" DIGITAL CONTROL (FLOATS, SEAL LEAK AND OVERTEMP} -(1) I" ANALOG CONTROL (WETWELL LEVEL) '"�';;0··1-- -CONTINUOUS HINGED NEMA 4X S.S. VENTED JUNCTION BOX, SEE DETAIL THIS SHT. / :::: PROPOSED RADAR LEVEL SENSOR 111 H f-1+1 f-l--,---..1 , ., ((I3)) ## BB TCHUW. NG N D . • I" CONDUIT TO EXISTING DISCONNECT PER PROPOSED ONE LINE DIAGRAM NOTE, CONTRACTOR O TO R M P O R D O I V F I Y D EXISTING E NEW CONCRETE BASE AS REQUIRED .. , PUMP #1 SEAL LEAK ANO OVERTEMP •• \\ Y. . • . .. (4218)50 V1F-4L 3HA ¢P • • • PUMP #2 SEAL LEAK AND OVERTEMP FF CONCRETE DETAIL BASE DETAIL FIELD LIFT STATION No. 7 ELECTRICAL RISER -, ._______ '........_ ,........_ ' -------- , ........_,........_ FEH I LEEEAL CDT TTVRREI CARACI FLEYLPOURNCI ODA RET RI OT GONR FOOURN D EXCAVATION EXISTING VALVE VAULT ,........_ ,........_,........_ ,........_ ,........_ ,._______ ,........_ '--....,,, ►._______, z ._______, I B CD V O O U E XR R N I I T F L N R OY G A C P CC A R O T T O O N IO P R S ON T T S w R O E U / D F OC I W J T E U I L N O N D E N C R T ION - PRIOR TO INSTALLATION. 7 '" ----------- + I '/l.t EXISTING WET WELL STONE E P XR I I SM T A I NR GY T U O N D R E E R M G A R IN O U N D EXISTING LIGHT POLE TO REMAIN CC OO NN CT RR AE CT TE OSRL ATBO 1E6X" , TSEENED DEEXTI SA TI LI N G ' --------< - PP UR OM PP OCSOENDT LRIOF TL SP TAANTEI LO N '-,, EA XN IDS TJ IUNNGCPTUI OMNP BCOOXNTTOR OB LE PRAENPEL LA C E D • RET RXE MIASNATSII NNFGO RP MA DE RM TOOU N T E D EE QX IUS I TPI MN GE NPTORWAECRK DTI OS TRREI BMUATI NI O N STONE 0EXISTING FIELD LIFT STATION No. 7 ELECTRICAL SITE PLAN SCALE, I" � 5' NOT TO SCALE NOT TO SCALE ff / l�--- -EXISTING 277/480V-3¢, 4W, 112.5KVA PAD MOUNT TRANSFORMER w/ CT AND METERING BY WASHINGTON POWER AND LIGHT TO REMAIN --1_J7 1 -----EXISTING SERVICE ENTRANCE RATED, HEAVY DUTY, SINGLE THROW, IOOA-3P FUSIBLE DISCONNECT IN NEMA 4X S.S. ENCLOSURE TO REMAIN / X EXISTING GENERATOR 17"'" :'.'._ l RECEPTACLE TO REMAIN 1510/A TRANSFORMER,------, PSRIMARY - 480V-1¢, 2W, ECONDARY - 120/240V-1¢, 3W I IOOA-3P NON-FUSIBLE DISCONNECT IN { �i? 4X S.S. ENC �SURE �E: Y ";/" }' IN NEMA 3R ENCLOSURE TO REMAIN I f"i"ic.HriNGI I -PANEL- I l��A �£B l 12D/2�40V c -�1¢, 3W TO REMAIN LEGEND EAXNIDSTIENQGUICPOMNENDUT IT, WIRING, CT OO NBT RE A CDTEOMRO LUI SNHLEED B Y SS OTHERWISE NOTED , , , I � /�/ � 1 4 3 8 . L0 8 I V F - T F 3L A¢ I438.08V -F3L A¢ LIFT STATION STATION PUMP PUMP No. 1 No. 2 TRACNONTROL SFORMER EXISTING ONE LINE DIAGRAM NOT TO SCALE NOT TO SCALE ±� / r---EXISTING 277/480V-3¢, 4W, 1 I 2.5KVA PAD � MOUNT TRANSFORMER w/ CT AND METERING BY WASHINGTON POWER AND LIGHT TO REMAIN -----EXISTING SERVICE ENTRANCE RATED, HEAVY DUTY, SINGLE THROW, 100A-3P FUSIBLE DISCONNECT IN NEMA 4X S.S. ENCLOSURE TO REMAIN M--1_J7 1 r/ t ( I I EXISTING GENERATOR � /� l RECEPTACLE TO REMAIN 15KVA TRANSFORMER,-----�± PRIMARY -480V-1¢, 2W, =.j SE IN CNONDARY - 120/240V-1¢, 3W EMA 3R ENCLOSURE TO + REMAIN ;\' i I f"i"ic.HTiNGI I -PANEL_ I l��A �£B l 1 T 2� O10 ¢/R, 2 c 4 3 �0 W V - EMAIN LEGEND h----EXISTING HEAVY DUTY, DOUBLE THROW, L_J 100A-3P NON-FUSIBLE DISCONNECT IN NEMA 4X S.S. ENCLOSURE TO REMAIN PUMP CONTROL PANEL IN NEMA 4X S.S. ENCLOSURE L..,,½"n,--i-y• I I (SEE SPECIFICATIONS} (3) #B THWN 5oA-3P }-35A-3P }-35A-3P I(I") C#O8NDCU. GND. UIT ((I3)) ##IIDD TCHUW. NG-ND.-�%----',t: I" CONDUIT 4804VH-P3¢ f----PUMPS HAVE BUILT IN VFD AND MANUFACTURER INSTALLED CABLING 48OV-30 NANEWD ECQONUIDPUMIETN, TWIRING, 15LIFFTLA 15LIFFTLA _ _ _ _ EXISTING CONDUIT, WIRING, AND EQUIPMENT SP TATION UNo. M P 1 STATION NPUo.MP2 PROPOSED ONE LINE DIAGRAM NOT TO SCALE • ,-..,i REVISIONS BID SET C 2025 Midwcslcm Engineers. Inc. 802 West Broadway Street P.O. Box 295 Loogootee, Indiana 47553 DATE JULY 2025 DESIGN A.F.B. DRAWN C.N.M. Q.C. CHECK N.A.K. PROJECT NUMBER 2024042-04 4 4 OF I Fll.E NUMBER _ 45094 4 I Do Not Use Plan Previews for Take Off
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