Midwestern Engineers, Inc. Plan Preview

T/SLAB -'ELEV. 431 > "- - I N - 0 I ... ' 0 N I - N � 0 I <O C � S6 03 N - 0 9 S6 01 <O ... N µ- 14'x12' U.V. STORAGE BUILDING SEE SHEET S6.04 FOR DETAILS STATIONARY DAVIT CRANE SIMILAR OR EQUAL TO ''THERN" MODEL No, CAPTAIN 1500/571M2 SERIES w/ RATCHET STYLE SCREW- JACK ORDERED SEPARATELY PROVIDE MIN. 6" COMPACTED STONE BASE UNDER STORAGE BUILDING. / �N 12" T POURED CONG. WALL w/ #5 BARS @ 12" O.C.E.W.E.F. (TYP ALL WALLS SHOWN ON THIS SECTION) �� #5 VERT. DOWELS @ 12" O.C.E.F. (TYP ALL WALLS SHOWN ON THIS SECTION) 427.00' -li:'.­ FLEXIBLE PVC WATERSTOP (TYP. U.N.O.) ' 0 m , '-" "-' 2/'!!.o ._O _' - '7 426.88' MTL ---------7 j" EXP. JOINT w/ JOINT SEALANT (TYP. @ ALL STOOP AREAS) 4" T SLAB w/ 4x4-W4xW4 WWF & 8" TURNDOWN WALL T/SLAB ELEV. 431.00' $ ?7,,...._____ T/SLAB ELEV. 424.75' $ "',L������iiiim��ii�;��=--- - ---------'2�6".:' -::: 8 [ ·:_· _____________ J hl 18" T POURED CONC. SLAB w/ #6 BARS T/8 @ 12" O.C.E.W. T/SLAB ELEV. 420.50' $ CONNECT NEW CONCRETE SIDEWALK TO EXISTING CONCRETE SIDEWALK 6'-9"(F.V.) 7 ' - 4" 12" 6'- 4" 14' x12' u.v. STORAGE BUILDING SEE SHEET S6.04 FOR DETAILS 9' - 0" 10' - 6" C ■ 18" SECTION SCALE, 1/4" � 1'-0" 40' o" 32' 8" 28' 8" ■ I 9'-4" 3' O " 12" 4 ' O " I I NEW CONCRETE SIDEWALK 0 I ... I I I ➔ ====='$'�Fi"1'======t--------i-------------------fh----__!__---+----+- ----1 - --�, rl< •-.- N L U,V_ STORAGE t= BUILDING T /WALL -c,,_11 EL. 431.0' �r-,. � - "'---'---- 12" 7 ' - 4" I -± . - I 12" � , . II ' . ' I I it'fi ' ' I I " I ·t 12· 8" 3 • o" 40'-o" TOP VIEW PLAN SCALE, 1/4"�1'-0" ""T/SLAB EL. 431.0' ■ T/WALL EL. 43 1.0'---....___ ..J--- T/WALL EL. 431.0' ■ I � T/WALL _ L..---"" EL. 431.0' ' j. 3' 0" I ■ ' 15' o" 12" 0 I m ' N ' 0 I n ' 0 I "' 0 I ro ' 0 I ... 0 I <O N HSC 2'-3" X 1•-10' FOOTPRINT REQUIRED FOUR (4) 1/2�0 ANCHORS REQUIRED 4"0 HYDRAULIC LINES DUCTING (BY OTHERS) (TYPICAL) CONCRCTE PAD SIZE AND LOCATION TO BE DITERMINED (BY OTHERS) RATING I PLAN SCALE:AS SHOWN 1·-10· 1-------11·-2·-------, VIEW tBANK 1A 2 POINT LIFTING SUNG 0 4 0 I •. 0 _ 1 � i SINGLE MODULE ....._,___ r umNG FRAME ....________ I (TYPICAL) ,u ,·,r��;:::::::::::::::�• UC w" :� 8u "o ·" -o >w ,ar5 ,s ;,, � :f'\ I OPENING IN GRATING FOR CABLE ROUTING (BY OTHERS) (lYPICAL) MODULE SUPPORT RACK '¥BANK 1B 7 LOCAL DISCONNECT I NG MEANS AND OVERCURRENT PROTECTION DEVICE (BY OTHERS) (T'r'PICAL) sec LOCATION TO BE DETERMINED (INTERFACE SIDE TO BE POSITIONED AWAY FROM THE SUN) 4'-4" RACK TO CHANNEL FLOOR DEPTH LOW U'IEL SENSOR LEVEL CONTROL WEIR TOTAL CREST LENGTH F 384• DETAIL A SCALE:NOT TO SCALE \ POC •I HYORAUUC MANIFOLD REGULATED SIX (6) 1/2"0 ANCHORS �o 3.75 MGO REQUIRED (T'r'PICAL) WL=2.00' 6-64 MODULE THREE (3) MINIMUM 1 - -REGULATEO I LOW LEVEL SENSOR ONE PROBE IS TO BE CUT AT APPROPRIATE LENGTH BY TROJAN TECHNICIAN ONLY (AT TOP OF TOP LAMP) REMOVABLE GRATING (BY OTHERS) MINIMUM 18" TO EDGE OF MODULE SUPPORT RACK � CENTERLINE OF BOLT HOLES OF TOP MOUNTING BRACKET 6" RECOMMENDED J, TO CHANNEL FLOOR IS I ,) � I s-1 11•· 3• RECOMMENDED -l +-",� II MOUNTING BOLTS ARE RECOMMENDED TO BE LOCATED ON THE CENTER OF THE SLOTS TO MAINTAIN ADJUSTABILJTY. DETAIL B SCALE;NOT TO SCALE L£VEL REMOVABLE G (BY O THERS) � / EIGHT (8) 3/B"t ANCHORS REQUIRED PER BANK (TYPICAL) / REQUIRED/BANK (TYPICAL) ..,_ EL-3.83' WL=l.88' - CONTROL WEIR A EAM UPSTR WL=2.25' INFLUENT PIPE (BY OTHERS) - " No. 1 2 ' 4 5 6 7 8 • . I '• . ,� - ' � .. - . EL-0.00' . ' ' ' . .. ' ' 1 ' ' . , , ' ' ' • ' . . • -· . , 1 . . " , ' . . • . " -3'-0" a·-2· EQUIPMENT INTERCONNECTIONS DESCRIPTION FRO• POWER DISTRIBUTION CENTER (POC) DISTRIBUTION PANEL POWER SUPPLY (DP) (BY OTHERS) 208V, 3 PHASE, 3 WIRE + GROUND (NOT SHOWN) 4.6 kVA/PDC POWER DRAW 13 AMPS MAXIMUM CURRENT/PHASE SYSTEM CONTROL CENTER (SCC) "TOUCH SMART" DISTRIBUTION PANEL POWER SUPPLY (DP) (BY OTHERS) 120V, 1 PHASE, 2 WIRE + GROUND (NOT SHOWN) 0.3 kVA, 2 AMPS HYDRAULIC SYSTEMS CENTER (HSC) DISTRIBUTION PANEL POWER SUPPLY (OP) (BY OTHERS) 208V, 3 PHASE, 3 WIRE + GROUND, 2.5 kVA, (NOT SHOWN) 7 AMPS FLOW METER FLOW METER PANEL 4-20 mA, DC ANALOG INPUT (NOT SHOWN) (BY OTHERS) (BY OTHERS) GROUND LINK sec 14 AWG TYPE TWH STRANDED MODBUS sec 1 SHIELDED TWISTED PAIR DISCRETE LOW LEVEL SIGNAL LOW LEVEL SENSOR 12 voe 2 CONDUCTORS ETHERNET IP COMMUNICATION sec I I I ; � ' ' . ' . . ' . .. . . ' • ' 3' -0" 8'-2" 33'-0" TO P C sec HSC sec POC(s) THRU HSC (DAISY CHAINED) POC(s) THRU HSC (DAISY CHAINED) PDC(s) (DAISY CHAINED) PLANT SCADA (BY OTHERS) (NOT SHOWN) ) ' ' MAXIMUM OOWNSTR WL=1.63' I . I ¥- EL 1.88' ¥- II � k,;: EL 0.92' . �- • ' '. ' . ' . . . . ' ' " . . , ' . ' . . .. - ./ ' . . ' '• ' . . . ' " ' ' ·> . � . . . . . . ' ' 3'-5"- 1'-6" 5'-7" ,· NOTES: : 00 NOT SLOPE CHANNEL FLOOR. : CHANNEL WIDTH & DEPTH MUST BE KEPT Wm-JIN A TOLERANCE OF + OR - )4 R . ; ANCHOR BOLTS ARE NOT SUPPLIED BY TROJAN TECHNOLOGIES, ,_ '" : SYSTEM CONDUIT, WIRING, DISTRIBUTION PANELS & INTERCONNECTIONS BY OTHERS. : ELECTRICAL REQUIREMENTS SHOWN ARE TO SUPPLY TROJAN LN EQUIPMENT ONLY. ELECTRICAL INRUSH FACTOR TO BE ADDEO ;.s PER LOCAL CODE. : REMOVABLE GRATING SECTIONS SHAU. BE EASILY REMOVED BY ONE PERSON. MAXIMUM WEIGHT OF THE SECTIONS SHAU. BE IN ACCORDANCE WJTH REQUIREMENTS OF THE APPLICABLE JURISDICTION. : CONTRACTOR TO REVIEW All. TROJAN TECHNOLOGIES INSTALLATION INSTRUCTIONS PRIOR TO EQUIPMENT INSTALLATION. : EffiUENT LEVELS SHOWN REFLECT HYDRAULICS ;,S,SOCIATEO WITH TROJAN EQUIPMENT ONLY. EFFLUENT LEVELS MAY BE ALTERED DUE TO CHANNEL DEBRIS OR GEOMETRY. ; GRATING IMMEDIATELY ABOVE W MODULES TO BE OPEN TYPE (EG. PERFORATED) TO ALLOW ADEQUATE COOLING OF THE lN MODULES. : CONDUIT RUN BETWEEN HSC AND POC(s) IS 20' MAXIMUM. : HSC HYDRAULIC ENTRANCE(s) NOT BE MORE THAN 1•-o R BELOW PDC MOUNTING ELEVATION TO PREVENT HSC PUMP FLOODING. : SITE TO PROVIDE APPROVED (ENGINEERED) ANCHOR POINTS FOR PERSONNEL TO USE /,S, PART OF THEIR FAll. RESTRAINT SYSTEM AROUND OPEN CHANNELS. THE ANCHOR POINTS MUST BE POSmONED SO THAT THE PREFERRED RETRACTABLE UFELJNE OF 8 FEET IS OF SUFFICIENT l£NGTH TO ACCESS THE WORK AT THE CHANNEL • POWER AND LOW VOLTAGE CONDUITS MUST ENTER LABELED LOCATION ON LEFT SIDE OF POC. u TOP MOUNT RACK REQUIRES A 2 R X 2" NOTCH IN CONCRETE FOR GRATING. U.V. EQUIPMENT (STANDARD DRAWINGS) NOT TO SCALE EAM EFFLUENT PIPE (BY OTHERS) U.V. DISINFECTION AND STEP AERATION TANK AND U.V. STORAGE BUILDING - TOP VIEW PLAN I • l■-■C en I- w � a: (/) 0 w f- w�z � > ;:: w ::i 0 w ::i, <( a: f- w P'.4 z Q. (/) > r/J <( � <( 0 � Cl - ;:: � z - � (!) ::i, � ril w z f- >- f-; � I- f- z a: ril z en (/) <( f? 0.. :::, >- >< ..J �8 en w a. ' f- a: - z W z W I- 0 ::i, c( - � :!: !!l w w,?; a: I- Cl f- en :!: REVISIONS 09-20-23 0 � >- - Q, f-; ,... u BID SET (Cl 2021 Midwe,t�rn Engineers. lnc. 802 \\icsl Bro:1dwuy Str�'<-"l P.O. Box 2'l5 Loo�ootce. Indiana -17553 DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S6.03 71 OF 114 FILE NUMBER 42001 I Do Not Use Plan Previews for Take Off