The URL can be used to link to this page

Home My WebLink About[2017] Drawings - Belt Filter Press and Pumps Replacement ProjectDSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1 CITY OF IOWA CITY WASTEWATERBELT FILTER PRESS REPLACEMENT PROJECTIOWA CITY, IOWA 2671001 G2 J.BRADY D.SCHMIDT D. MATHIAS AUGUST 30, 2017 INDEX J.BRADY JB DM JB JB DM JB DRAWING INDEX SHEETNO.SHEET NAME G1 COVER AND VICINITY MAP G2 INDEX G3 GENERAL LEGEND G4 ABBREVIATIONS - SHEET 1 G5 ABBREVIATIONS - SHEET 2 G6 PIPING SYSTEM AND EQUIPMENT CODES D1 ARCHITECTURAL AND STRUCTURAL DEMOLITION PLAN AND ELEVATION D2 MECHANICAL AND ELECTRICAL DEMOLITION PLAN AND ELEVATION D3 MECHANICAL AND ELECTRICAL - DEMOLITION SECTIONS C1 SITE PLAN S1 STRUCTURAL NOTES AND LEGEND - SHEET 1 S2 STRUCTURAL NOTES AND LEGEND - SHEET 2 S3 STRUCTURAL MODIFICATIONS PLAN S4 STRUCTURAL MODIFICATION DETAILS A1 ARCHITECTURAL PLAN AND ELEVATION M1 MECHANICAL LEGEND - SHEET 1 M2 MECHANICAL LEGEND - SHEET 2 M3 BELT FILTER PRESS - GENERAL ARRANGEMENT M4 BELT FILTER PRESS - SECTIONS M6 BELT FILTER PRESS - HVAC PLAN M7 BELT FILTER PRESS - HVAC SECTIONS M8 BELT FILTER PRESS - HVAC SCHEDULES AND DETAILS M9 DIGESTER BUILDING MECHANICAL DEMOLITION PLAN M10 DIGESTER BUILDING MECHANICAL PLAN AND SECTIONS M11 SLUDGE PROCESSING FACILITY PARTIAL HVAC PLAN E1 ELECTRICAL NOTES AND LEGEND SHEET 1 E2 ELECTRICAL NOTES AND LEGEND SHEET 2 E3 ELECTRICAL ONE-LINES E4 BELT FILTER PRESS - ELECTRICAL PLAN E5 DIGESTER BUILDING ELECTRICAL PLANS REFERENCE DRAWINGS STANLEY CONSULTANTS C3 METCALF & EDDY A-S5 A-S8 CHARTER MACHINE COMPANY770-K-1Line 770-K-0101 770-K-0101-INT TP00.4-B-031 3-DIMENSIONAL VIEW OF NEW BELT FILTER PRESS NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION 1 ADDENDUM 1 DATE 08/30/2017 10/05/2017 1 1 1 1 ROOM NAME 1 A SPAN1 1 NOTES FIELD MEASUREMENT NOTES GENERAL MATERIALS LEGEND DIMENSIONS AND SCALE VIEW MARKERS GENERAL SYMBOLS DETAILC-SF1 ELEVATION B-SF1 A-SF1SECTION ROOM AND OPENING IDENTIFICATION SYMBOLS ROUGHENED CONSTRUCTION JOINT CONSTRUCTION JOINT (KEYWAY) CONSTRUCTION JOINT (KEYWAY) WITH WATERSTOP ROUGHENED CONSTRUCTION JOINT WITH WATERSTOP DIAMETER OR ROUND SQUARE OR CL OR PL OPENING OR DEPRESSION IN SLAB OR WALL OPENING WITH GRATING COVER (PLAN) MASONRY CONTROL JOINT (IN PLAN) MASONRY EXPANSION JOINT (IN PLAN) OPENING WITH CHECKERED PLATE COVER (PLAN) A-SF1 ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF DRAWINGS. 1. DRAWING NUMBER(S) ON WHICH VIEW IS CALLED OUT VIEW IDENTIFICATION NUMBER DESIGNATES LOCATION OF DETAIL DESIGNATES DIRECTION FROM WHICH PLAN OR ELEVATION IS VIEWED DESIGNATES CUTTING PLANE OF SECTION EL 100'-0" DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. USE DIMENSIONS SHOWN. NTS (NOT TO SCALE) IS SHOWN ONLY WHERE DIMENSION IS OBVIOUSLY OUT OF SCALE. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR. SF1,SF2 SF1,SF2 REVISION IDENTIFICATION SYMBOL: THE NUMBER IN THE TRIANGLE INDICATES THE REVISION NUMBER IDENTIFIED. THE LETTER "A" IMMEDIATELY TO THERIGHT OF THE TRIANGLE INDICATES THE REVISION IS PART OF A CONTRACT ADDENDUM. WHEN REVISIONS INVOLVE LESS THAN ENTIRE DRAWING, PRINCIPAL ASPECTS OF REVISIONS ARE "CLOUDED". COLUMN IDENTIFICATION: SUBSTITUTE LETTER OR NUMBER FOR ASTERISK C-SF1 B-SF1 OUTLINE OF FUTURE OBJECT OUTLINE OF NEW OR RELOCATED OBJECT EXISTING OBJECT TO BE REMOVED OR RELOCATED EXISTING OBJECT LINE MATERIAL BREAK LINE SURFACE BREAK LINE HIDDEN LINE CENTER LINE * ELEVATION DESIGNATION DOOR OPENING WINDOW OPENING LOUVER OPENING ROOM NUMBER 101 W101 LV101 101 1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE. CONTRACTOR SHALL MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS, AND TO DETERMINE DIMENSIONS NOT SHOWN, PRIOR TO CONSTRUCTION. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED IN WRITING TO THE DESIGN PROFESSIONAL AND OWNER'S REPRESENTATIVE WITHIN TWENTY-FOUR (24) HOURS. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS, SHALL BE BORNE BY CONTRACTOR. 2. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS TO DETERMINE THE EXACT LOCATION OF ALL WORK AND VERIFY SPATIAL RELATIONSHIPS OF ALL WORK. ANY QUESTION CONCERNING LOCATION OR SPATIAL RELATIONSHIPS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. SPECIFIC LOCATIONS FOR EQUIPMENT, PIPELINES, DUCTWORK AND OTHER SUCH ITEMS OF WORK, WHERE NOT DIMENSIONED ON DRAWINGS, SHALL BE DETERMINED BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF THE WORK IN PLACE. NUMERIC SCALE VALUES (1/4"=1'-0", ETC) APPLY ONLY AT FULL SIZE. MATCH LINE GUARDRAIL/HANDRAIL PROPERTY LINE CENTERLINE CONTRACT IDENTIFICATION: NUMBER AT LEFT INDICATES CONTRACT FURNISHING, NUMBER AT RIGHT INDICATES CONTRACT INSTALLING. EARTH ROCK CRUSHED ROCK SAND, CMU, PLASTER GRANULAR FILL CONCRETE WELDED WIRE FABRIC STEEL (IN SECTION) NON-FERROUS METAL BRICK IN SECTION ROUGH WOOD (IN SECTION) PLYWOOD RIGID INSULATION BATT INSULATION GLASS (ELEVATION) REINFORCING BARS IN CONCRETE SF1,SF2 DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE ASSUMED AND SHALL BE VERIFIED OR MODIFIED AS REQUIRED BY THE CONTRACTORTO SUIT EQUIPMENT FURNISHED.FINAL DIMENSIONS ARE SUBJECT TO THE REVIEW OF THE ENGINEER. DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE APPROXIMATE. OBTAIN FINAL DIMENSIONS FOR CONSTRUCTION FROM THE ENGINEER. DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 G3 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 GENERAL LEGEND J.BRADY JB DM JB * ‡ NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 ABBR TERM ABBR TERM ABBR TERM ABBR TERM A AMPERE CLF CURRENT LIMITING FUSE EXST EXISTING KCM KILOGRAMS PER CUBIC CENTIMETER NTS NOT TO SCALE AA ADHESIVE ANCHOR CLG CEILING; COOLING EXT EXTENSION; EXTERIOR KCMIL THOUSAND CIRCULAR MIL OA OUTSIDE AIR AB ANCHOR BOLT(S)CLJ CONTROL JOINT FACP FIRE ALARM CONTROL PANEL KO KNOCKOUT OC ON CENTER; OPEN-CLOSE; OVERCURRENT AC ACRE; ALTERNATING CURRENT CLO CLOSET FC FAIL CLOSED KPL KICK PLATE OCR OPEN-CLOSE-REMOTE A/C ACCESS CONTROL; AIR CONDITION(ING)CLR CLEAR FCO FLOOR CLEANOUT KSCM KILOGRAMS PER SQUARE CENTIMETER OD OUTSIDE DIAMETER ACB AIR CIRCUIT BREAKER cm CENTIMETER (DIMENSION)FCU FAN COIL UNIT KSM KILOGRAMS PER SQUARE METER OF OUTSIDE FACE ACI AMERICAN CONCRETE INSTITUTE CMP CORRUGATED METAL PIPE FD FIRE DAMPER; FLOOR DRAIN KV KILOVOLT OIC OPERATOR INTERFACE STATION ACCUR ACCURATE CMU CONCRETE MASONRY UNIT FDN FOUNDATION KVA KILOVOLT AMPERE OMR ON-MAINTENANCE-REMOTE ACV AUTOMATIC CONTROL VALVE CND CONDUIT FE FIRE EXTINGUISHER KVAR KILOVOLT AMPERE REACTIVE OPNG OPENING ACV-3 3 WAY AUTOMATIC CONTROL VALVE CNTOR CONTACTOR FEC FIRE EXTINGUISHER CABINET KW KILOWATT OPP OPPOSITE AD ACCESS DOOR CNTRL CONTROL FF FAR FACE KWH KILOWATT HOUR ORD OVERFLOW ROOF DRAIN ADA AMERICAN DISABILITIES ACT CNSL CONSOLE F/I FREQUENCY TO CURRENT KWY KEYWAY OSC OPEN-STOP-CLOSE ADDL ADDITIONAL CNVR CONVEYOR FIP FAIL IN PLACE L LENGTH, ANGLE OSHA OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION ADJ ADJACENT; ADJOINING; ADJUST(ABLE)CO CLEANOUT FIN FLR FINISH(ED) FLOOR LAT LEAVING AIR TEMPERATURE OVLD OVERLOAD AF AMPERE FRAME; AUDIO FREQUENCY COL COLUMN FL FAIL LAST; FLOOR LAV LAVATORY P POLE AFF ABOVE FINISH(ED) FLOOR COMB COMBINATION FLL FLOWLINE LB POUND(S) P&ID PIPING & INSTRUMENTATION DIAGRAM AFG ABOVE FINISH(ED) GRADE COMM COMMUNICATION FLA FULL LOAD AMPS LC LOAD CENTER P/I PNEUMATIC TO CURRENT AGGR AGGREGATE CONC CONCENTRIC; CONCRETE FLEX FLEXIBLE LF LINEAL FEET PA PLANT AIR; PUBLIC ADDRESS AH AMPERE HOUR CONN CONNECT(ION) (OR)FLG FLANGE(S) LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT AHU AIR HANDLING UNIT CONT CONTINUATION; CONTINUOUS FMC FLEXIBLE METAL CONDUIT LG LENGTH; LONG AI ANALOG INPUT CONST CONSTRUCTION FO FAIL OPEN; FIBER OPTIC LLBB&H LONG LEGS BACK TO BACK AND HORIZONTAL AIC AMPERE INTERRUPTING CURRENT (CAPACITY)CP CONTROL PANEL FOB FLAT ON BOTTOM LLBB&V LONG LEGS BACK TO BACK AND VERTICAL AL ALUMINUM CPT CONTROL POWER TRANSFORMER FOT FLAT ON TOP LLH LONG LEG HORIZONTAL ALT ALTERNATE; ALTITUDE CR CONTROL RELAY; CURRENT RELAY FRP FIBERGLASS REINFORCED PIPE (OR PLASTIC) LLV LONG LEG VERTICAL AMP AMPERE CS LOCAL CONTROL STATION FS FAR SIDE LMT LIMIT AMT AMOUNT CT CERAMIC TILE; CURRENT TRANSFORMER FT FEET; FOOT LOA LOCAL-OFF-AUTO ANN ANNUNCIATOR CTR CENTER FTG FOOTING LOR LOCAL-OFF-REMOTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CTRL CONTROL FU FUSE LP LOW POINT; 3 PH, 4W POWER PANEL AO ANALOG OUTPUT CTV CABLE TELEVISION FWD FORWARD LPG LIQUIFIED PETROLEUM GAS APPROX APPROXIMATE CU COPPER FXTR FIXTURE LR LOCAL-REMOTE APU AUXILIARY POWER UNIT CU CM CUBIC CENTIMETER GA GAUGE (GAGE) L/S LITERS PER SECOND APVD APPROVED CU FT CUBIC FOOT GALV GALVANIZE(D) LT LEFT ARCH ARCHITECTURE; ARCHITECTURAL CU IN CUBIC INCH GD GROUND DETECTOR LTG LIGHTING AS AIR SUPPLY CU M CUBIC METER GEN GENERATOR LTWT LIGHTWEIGHT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CU MM CUBIC MILLIMETER GFI GROUND FAULT INTERRUPTER LV LOW VOLTAGE ASD ADJUSTABLE SPEED DRIVE CU YD CUBIC YARD GL GIRT LINE LVR LOUVER ASSY ASSEMBLY D DEEP GND GROUND LWC LIGHTWEIGHT CONCRETE ASTM AMERICAN SOCIETY FOR TESTING MATERIALS DB DUCT BANK GR GRADE LWT LEAVING WATER TEMPERATURE AT AMPERE TRIP DBL DOUBLE GRAN GRANULAR m METER (DIMENSION) ATS AUTOMATIC TRANSFER SWITCH DBM DECIBEL METER GRS GALVANIZED RIGID STEEL CONDUIT M METER (DEVICE) AUX AUXILIARY DC DIRECT CURRENT GRTG GRATING mm MILLIMETER (DIMENSION) AWG AMERICAN WIRE GAUGE DCS DISTRIBUTED CONTROL SYSTEM GS GAS SUPPLY MA MECHANICAL ANCHOR; MILLIAMPERE BAT BATTEN; BATTERY DDC DIRECT DIGITAL CONTROLS GWB GYPSUM WALL BOARD MAG MAGNETIC B/B BACK TO BACK DEG DEGREES GYP GYPSUM MAN MANUAL BC BETWEEN CENTERS; BOLT CIRCLE; BOTTOM CHORD; BUILDING CODE DET DETAIL H HIGH MATL MATERIAL BD BOARD DF DRINKING FOUNTAIN HA HAND-AUTO MAX MAXIMUM BDRY BOUNDARY DG DIESEL GENERATOR HB HOSE BIBB MB MOP BASIN BF BOTH FACES DI DIGITAL INPUT; DUCTILE IRON HGR HANGER MBH 1000 BTU'S PER HOUR BFF BELOW FINISH FLOOR DIM DIMENSION(S)HH HANDHOLE MCB MINIATURE CIRCUIT BREAKER BITUM BITUMINOUS DIP DUCTILE IRON PIPE HID HIGH INTENSITY DISCHARGE MCC MOTOR CONTROL CENTER BL BASELINE; BUILDING LINE DIA DIAMETER HM HOLLOW METAL MCCB MOLDED CASE CIRCUIT BREAKER BLDG BUILDING DIAG DIAGONAL HOA HAND-OFF-AUTO MCOV MAXIMUM CONTINUOUS OPERATING VOLTAGE BLR BOILER DISC DISCONNECT HOR HAND-OFF-REMOTE MCP MOTOR CIRCUIT PROTECTOR BLW BELOW DIST DISTANCE HORIZ HORIZONTAL MECH MECHANICAL BM BEAM(S); BENCHMARK; BENDING MOMENT DISTR DISTRIBUTION HP HIGH POINT; HORSE POWER MFR MANUFACTURER; MULTIFUNCTION RELAY BNDG BONDING DM DEMAND METER HPS HIGH PRESSURE SODIUM MH MANHOLE; METAL HALIDE BOC BACK OF CURB DN DOWN HR HOUR MIN MINIMUM BOD BOTTOM OF DUCT DO DIGITAL OUTPUT; DITTO HRSG HEAT RECOVERY STEAM GENERATOR MISC MISCELLANEOUS BOF BOTTOM OF FOOTING DOT DEPARTMENT OF TRANSPORTATION HS HIGH STRENGTH; HYDRAULIC SUPPLY MJ MECHANICAL JOINT BOG BOTTOM OF GIRT DP DEPTH HSS HOLLOW STRUCTURAL SECTION MLO MAIN LUG ONLY BOS BOTTOM OF STEEL DPDT DOUBLE POLE, DOUBLE THROW HT HEIGHT; HIGH TENSION MO MASONRY OPENING BOT BOTTOM DPST DOUBLE POLE, SINGLE THROW HV HIGH VOLTAGE MOR MAINT-OFF-REMOTE BOTR BOTTOM OF TRENCH DR DRAIN HVAC HEATING, VENTILATION, AND AIR CONDITIONING MOT MOTOR B PL BASE PLATE DS DOWNSPOUT HWH HOT WATER HEATER MOV METAL OXIDE VARISTOR; MOTOR OPERATED VALVE BRG BEARING DWG DRAWING(S)HZ HERTZ MPR MOTOR PROTECTION RELAY BRKR BREAKER E EAST I/I CURRENT TO CURRENT MS MOP SINK BTU BRITISH THERMAL UNIT EA EACH I/O INPUT/OUTPUT M/S METERS PER SECOND BTWN BETWEEN EAT ENTERING AIR TEMPERATURE I/P CURRENT TO PNEUMATIC MTG MOUNTING BSMT BASEMENT ED EQUIPMENT DRAIN IA INSTRUMENT AIR MV MEDIUM VOLTAGE C CELSIUS; CHANNEL E-E EDGE TO EDGE ID INSIDE DIAMETER MVA MEGAVOLT AMPERE CA CABLE EF EACH FACE; EXHAUST FAN IE INVERT ELEVATION MVMCC MEDIUM VOLTAGE MOTOR CONTROL CENTER CAB CABINET EG ENGINE GENERATOR; EXHAUST GRILLE IF INSIDE FACE MVMS MEDIUM VOLTAGE MOTOR STARTER CAP CAPACITOR; CAPACITY EJ EXPANSION JOINT IG ISOLATED GROUND N NEW; NORTH CB CARRIAGE BOLT; CATCH BASIN; CIRCUIT BREAKER EL ELEVATION IMC INTERMEDIATE METALLIC CONDUIT NC NORMAL CROWN C TO C CENTER TO CENTER ELEC ELECTRICAL IN.INCH(ES) N.C.NORMALLY CLOSED CCTV CLOSED CIRCUIT TELEVISION ELEV ELEVATOR INL INLET N.O.NORMALLY OPEN CCVT COUPLING CAPACITIVE VOLTAGE TRANSFORMER EMBED EMBEDMENT INST INSTANTANEOUS NEC NATIONAL ELECTRICAL CODE CCW COUNTERCLOCKWISE EMER EMERGENCY INSTR INSTRUMENTATION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION CD CEILING DIFFUSER EMS ENERGY MANAGEMENT SYSTEM INSUL INSULATION NESC NATIONAL ELECTRICAL SAFETY CODE CEB CONCRETE EQUIPMENT BASE EMT ELECTRICAL METALLIC TUBING INT INTERIOR NEUT NEUTRAL CEMS CONTROL EMISSIONS MONITORING EP EXPLOSION PROOF INTLK INTERLOCK NF NEAR FACE CFM CUBIC FEET PER MINUTE EQ EQUAL INV INVERT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CFS CUBIC FEET PER SECOND EQL SP EQUALLY SPACED ISA INTERNATIONAL SOCIETY OF AUTOMATION NIC NOT IN CONTRACT CG CEILING GRILLE EQPT EQUIPMENT JB JUNCTION BOX NO.NUMBER C&G CURB AND GUTTER ER EMERGENCY REMOTE JOA JOG-OFF-AUTO NOM NOMINAL CHAN CHANNEL ES ELECTRICAL SUPPLY JT JOINT NPT NATIONAL PIPE THREAD CHEM CHEMICAL ESO EMERGENCY SHUTDOWN KB KNEE BRACE NS NEAR SIDE CHFR CHAMFER EST ESTIMATE CHGR CHARGER ET EXPANSION TANK CHKR PL CHECKER PLATE ETC ET CETERA CIP CAST IN PLACE; CAST IRON PIPE ETR EXISTING TO REMAIN CIRC CIRCULAR EW EACH WAY CISP CAST IRON SOIL PIPE EWC ELECTRIC WATER COOLER CJ CONSTRUCTION JOINT EWT ENTERING WATER TEMPERATURE CKT CIRCUIT EXH EXHAUST CL CENTERLINE; CLEARANCE; CLOSE EXP EXPANSION; EXPOSED DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 G4 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 ABBREVIATIONS - SHEET 1 J.BRADY JB JB JB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 ABBR TERM ABBR TERM SLBB&H SHORT LEGS BACK TO BACK AND HORIZONTAL WIV WATER INLET VALVE SLBB&V SHORT LEGS BACK TO BACK AND VERTICAL WP WEATHER PROOF; WORKING POINT SP SPACE WS WATER SUPPLY SPDT SINGLE POLE, DOUBLE THROW WT WEIGHT SPEC SPECIFICATION(S) X/R REACTIVE/RESISTANCE SPST SINGLE POLE, SINGLE THROW XFMR TRANSFORMER SQ SQUARE XFR TRANSFER SQ CM SQUARE CENTIMETERS YCO YARD CLEANOUT SQ FT SQUARE FEET ZCV ZONE CONTROL VALVE SQ IN SQUARE INCHES SQ M SQUARE METERS SQ MM SQUARE MILLIMETERS SS SERVICE SINK SST STAINLESS STEEL; SOLID STATE TRIP SSW SYNC SELECTOR SWITCH ST SHUNT TRIP STBY STANDBY STD STANDARD; STORM DRAIN PB PULLBOX STIFF STIFFENER PC PERSONAL COMPUTER; POINT OF CURVATURE STL STEEL PCB POWER CIRCUIT BREAKER STR STARTER PCC PORTLAND CEMENT CONCRETE STRL STRUCTURAL PF POWER FACTOR STS STORM SEWER PFD PROCESS FLOW DIAGRAM SUS SECONDARY UNIT SUBSTATION PFM POWER FACTOR METER SW SWITCH PH PHASE SWBD SWITCHBOARD PI POINT OF INTERSECTION OF HORIZONTAL CURVE SWGR SWITCHGEAR PL PLATE; PROPERTY LINE SWYD SWITCHYARD PLC PROGRAMMABLE LOGIC CONTROLLER SYMM SYMMETRICAL PLTF PLATFORM SYNC SYNCHRONIZE PMCS POWER MANAGEMENT CONTROL SYSTEM T TREAD(S) PNL PANEL T/TOP OF POT POINT OF TANGENT T&B TOP AND BOTTOM PP 3 PH, 3W POWER PANEL TB TERMINAL BLOCK PRC POINT OF REVERSE CURVE TBX TERMINAL BOX PRCST PRECAST TC TEST CONNECTION; TRIP COIL PRE POWER ROOF EXHAUSTER TD TRENCH DRAIN PRESS PRESSURE TEL TELEPHONE PROJ PROJECT; PROJECTED; PROJECTION TEMP TEMPORARY PSF POUNDS PER SQUARE FOOT TERM TERMINAL PSI POUNDS PER SQUARE INCH THD THREAD(ED) PSIG POUNDS PER SQUARE INCH GAUGE THK THICK(NESS) PT POINT OF TANGENCY THRU THROUGH PVC POLYVINYL CHLORIDE TOB TOP OF BOLT PWR POWER TOC TOP OF CONCRETE; TOP OF CURB QTY QUANTITY TOG TOP OF GIRT; TOP OF GRATING R RADIUS; RELOCATED; RISER(S) TOM TOP OF MASONRY R/I RESISTANCE TO CURRENT TOS TOP OF STEEL RA RETURN AIR TOW TOP OF WALL RC REMOVE CROWN TRI TRIAD; TRIPLEX RCCP REINFORCED CONCRETE CULVERT PIPE TS TUBULAR STEEL RCP REINFORCED CONCRETE PIPE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR RCPT RECEPTACLE TW TWISTED RD ROOF DRAIN TYP TYPICAL RECT RECTANGLE UBC UNIFORM BUILDING CODE REF REFERENCE UFC UNIFORM FIRE CODE REFRIG REFRIGERATOR UG UNDERGROUND REINF REINFORCING UNO UNLESS NOTED OTHERWISE RELOC RELOCATED UPS UNINTERRUPTIBLE POWER SUPPLY REQD REQUIRED UR URINAL REV REVERSE; REVISION UTIL UTILITY RG RETURN GRILLE UV UNIT VENTILATOR RGS RIGID GALVANIZED STEEL V VENT; VOLT RH REHEAT COIL VA VOLT AMPERE RLA RATED LOAD AMPS VAR VOLT AMPERE REACTIVE RLY RELAY VC VERTICAL CURVE RM ROOM VCU VOLUME CONTROL UNIT RMS ROOT MEAN SQUARE VERT VERTICAL RO ROUGH OPENING VFD VARIABLE FREQUENCY DRIVE ROW RIGHT OF WAY VH VOLT HOUR RPM REVOLUTIONS PER MINUTE VPC VERTICAL POINT OF CURVE RR RAILROAD VPI VERTICAL POINT OF INTERSECTION RT RIGHT VPT VERTICAL POINT OF TANGENCY S SOUTH VS VOLTMETER SWITCH S/S START/STOP VSD VARIABLE SPEED DRIVE SA SUPPLY AIR; SURGE ARRESTOR VT VOLTAGE TRANSFORMER SAN SANITARY SEWER VTR VENT THRU ROOF SC SLIP-CRITICAL VV VALVE VAULT SCHED SCHEDULE W WATER; WEST; WIDE; WIDE FLANGE SD SANITARY DRAIN W/WITH SEC SECONDS W/O WITHOUT SECT SECTION WC WATER CLOSET SG SUPPLY GRILLE WCO WALL CLEANOUT SH SHOWER WD WIDTH SHT SHEET WF WIDE FLANGE SIM SIMILAR WG WATER GAUGE SK SINK WH WALL HYDRANT; WATER HEATER; WATTHOUR DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 G5 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 ABBREVIATIONS - SHEET 2 J.BRADY JB JB JB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 ALL ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF DRAWINGS.CODE DESCRIPTION AEAR AERATION AIR AGAR AGITATION AIR AC ACID ACS ASH COLLECTION SYSTEM ACVT ACID VENT ACWD ACID WASTE DRAIN AXCW AUXILIARY COOLING WATER AXS AUXILIARY STEAM BB BOILER BLOWDOWN BCA BOILER COMBUSTION AIR BCF BOILER - COAL FIRED BCND BUILDING HEATING CONDENSATE BFW BOILER FEEDWATER BGAS BUTANE GAS BGF BOILER GAS FIRED BHS BUILDING HEATING STEAM BLD BOILER DRAINS BLVT BOILER VENTS BRN BRINE BWWT BACKWASH WATER CA COMPRESSED AIR CAEX CONDENSER AIR EXTRACTION CCCW CLOSED CYCLE COOLING WATER CCF CYCLE CHEMICAL FEED CCLN CONDENSER CLEANING CDMU CYCLE MAKEUP CDOF CYCLE OVERFLOW CDRN CHEMICAL DRAIN CEMS CONTROL EMISSIONS MONITORING CEN CENTRATE CF CHEMICAL FEED SYSTEM CHS COAL HANDLING SYSTEM CHWB CHILLED WATER BYPASS CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CHYO HYDROGEN SYSTEM CIWR CIRCULATING WATER RETURN CIWS CIRCULATING WATER SUPPLY CLG CHLORINE GAS CLL CHLORINE LIQUID CLS CHLORINE SOLUTION CLV CHLORINE VACUUM CLW CHLORINE WATER CND CONDENSATE CNS CONTROL SYSTEM CO2 CARBON DIOXIDE SYSTEM COAG COAGULANT COM COMMUNICATION COMS COMBINATION SEWER CRS COLD REHEAT STEAM CS CONDITIONED SLUDGE CSA COLLECTION SYSTEM - ASH CVT CHEMICAL VENT CWCF CIRCULATING WATER CHEMICAL FEED CWB CONDENSER WATER BYPASS CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY CWTR CITY WATER DCS DISTRIBUTED CONTROL SYSTEM DCW DOMESTIC COLD WATER DDC DIRECT DIGITAL CONTROL SYSTEM DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRCULATION DIWR DEIONIZED WATER RETURN DIWS DEIONOZED WATER SUPPLY DRN DRAIN DS DIGESTED SLUDGE DSL DIGESTED SLUDGE DWTR DEMINERALIZER WATER EBE EQUALIZATION BASIN EFFLUENT ECP CATHODIC PROTECTION EDC DIRECT CURRENT POWER EDRN EQUIPMENT DRAIN SYSTEM EEP ELECTRICAL EMERGENCY POWER EFW EFFLUENT WATER EG ELECTRICAL GENERATION EHT ELECTRICAL HEAT TRACE EL MISCELLANEOUS POWER LESS THAN OR EQUAL TO 240V EM MISCELLANEOUS POWER GREATER THAN 240V AND LESS THAN OR EQUAL TO 600V EPM PROTECTIVE RELAY SYSTEM ER 2.4, 4.16 OR 7.2KV POWER ES 12.47, 13.2 OR 13.8KV POER ET GREATER THAN 26KV POWER EUPS UNINTERRUPTIBLE POWER SUPPLY EVT EQUIPMENT VENT EW, EWTR EFFLUENT WATER EXTD EXTRACTION DRAINS EXTS EXTRACTION STEAM FCS FOAM CONTROL SOLUTION FCYD FEEDWATER CYCLE DRAINS FE FINAL EFFLUENT FFD FAN, FORCED DRAFT FG FUEL GAS FGR FUEL GAS RECIRCULATION FHTD FEEDWATER HEATER VENTS AND DRAINS FID FAN, INDUCED DRAFT FLT FILTRATE FM FORCE MAIN FO FUEL OIL FOF FAN, OVER FIRE CODE DESCRIPTION FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOT FUEL OIL TRANSFER FOV FUEL OIL VENT FP FIRE PROTECTION FWTR FEEDWATER SYSTEM GBE GENERAL BUILDING EQUIPMENT GC GAS CIRCULATION GCWT GENERATOR COOLING AND PURGE GR GRIT GTE GRIT TANK EFFLUENT HOR HYDRAULIC OIL RETURN HOS HYDRAULIC OIL SUPPLY HPC HIGH PRESSURE CONDENSATE HPNG HIGH PRESSURE NATURAL GAS HPS HIGH PRESSURE STEAM HPWR HEAT PUMP WATER RETURN HPWS HEAT PUMP WATER SUPPLY HRS HOT REHEAT SYSTEM HRWR HEAT RESERVOIR RETURN HRWS HEAT RESERVOIR SUPPLY HTWR HEATING WATER RETURN HTWS HEATING WATER SUPPLY HVAC HEATING, VENTILATING AND AIR CONDITIONING HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY IA INSTRUMENT AIR JWTR JACKET WATER LA LABORATORY AIR LEM LIGHTING, EMERGENCY LG LABORATORY GAS LOL LUBE OIL LOLR LUBE OIL RETURN LOLS LUBE OIL SUPPLY LPC LOW PRESSURE CONDENSATE LPNG LOW PRESSURE NATURAL GAS LPS LOW PRESSURE STEAM LS LIME SOLUTION LSG LOW PRESSURE SLUDGE GAS LV LAB VACUUM MDGS MEDICAL GAS ML MIXED LIQUOR MOIL MAINTENANCE OIL MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM MSTM MAIN STEAM MUWT MAKE-UP WATER NG NATURAL GAS NITG NITROGEN NPWT NONPOTABLE WATER OF OVERFLOW ORFD OVERFLOW ROOF DRAIN OSTD OVERFLOW STORM DRAIN PC POLISHED CONDENSATE PCND PUMPED CONDENSATE PCS PLANT CONTROL SYSTEM PE PRIMARY EFFLUENT PLTD PLANT DRAIN PMPD PUMPED DRAINAGE POL LIQUID POLYMER POS POLYMER SOLUTION PRWT PROCESS WATER PS PRIMARY SLUDGE PSC PRIMARY SCUM PWTR POTABLE WATER RAS RETURN ACTIVATED SLUDGE REFL REFRIGERANT LIQUID REFS REFRIGERANT SUCTION RFD ROOF DRAINS RS RAW SEWAGE RW RAW WATER RWTR RADIATOR WATER RETURN RWTS RADIATOR WATER SUPPLY SA SERVICE AIR SAM SAMPLE SYSTEM SAN SANITARY SEWER SBA SOOT BLOWING AIR SC SCUM SCW SOFT COLD WATER SD SANITARY DRAIN SDG SULFUR DIOXIDE GAS SDL SULFURE DIOXIDE LIQUID SDS SULFUR DIOXIDE SOLUTION SDV SULFUR DIOXIDE VACUUM SE SECONDARY EFFLUENT SEP SEPTAGE SFTW SOFT WATER SHW SOFT HOT WATER SL SLUDGE SN SUPERNATANT SRS SCREENED RAW SEWAGE SS SECONDARY SLUDGE SSC SECONDARY SCUM STD STORM DRAIN STM STEAM STS STORM SEWER SVT SANITARY VENT SVWT SERVICE WATER SWTR SEAL WATER TCED TURBINE AND EQUIPMENT CONDENSINGDRAIN CODE DESCRIPTION TCEV TURBINE AND EQUIPMENT CONDENSING VENTS TCS TURBINE CONTROL SYSTEM TFE TRICKLING FILTER EFFLUENT TFR TRICKLING FILTER RECYCLE THS THICKENED SLUDGE TLOL TURBINE LUBE OIL TNKD TANK DRAIN TRWT TREATED WATER TS TRANSFER SLUDGE TSD TURBINE SEALS AND DRAINS TWAS THICKENED WASTE ACTIVATED SLUDGE TWTR TEMPERED WATER UPS UNINTERRUPTIBLE POWER SUPPLY VAC VACUUM VT VENT VTR VENT THRU ROOF WAS WASTE ACTIVATED SLUDGE WD WASTE DISPOSAL (SANITARY) WOIL WASTE OIL WT WATER TREATMENT WTR WATER WW WASTE WATER (PROCESS) WWTR WELL WATER, WASH WATER CODE DESCRIPTION A AERATOR ACB AIR CIRCUIT BREAKER ACCU AIR COOLED CONDENSER UNIT ACU AIR CONDITIONING UNIT AD AIR DRYER AF FLAME ARRESTOR AFIL AIR FILTER (VENTILATION AND AIRCONDITIONING ONLY) AHC AIR HEATING COIL AHU AIR HANDLING UNIT AND ANODE ANT ANTENNA ARV AIR RELEASE VALVE ASC ADJUSTABLE SPEED CONTROLLER (ELECTRONIC) ASD ADJUSTABLE SPEED DRIVE (MECHANICAL) ATS AUTOMATIC TRANSFER SWITCH BAT BATTERY BFP BACK FLOW PREVENTER, BELT FILTER PRESS BFU BOILER FEEDWATER UNIT BGH BAGHOUSE BRKR BREAKER BLR BOILER BLS BALLAST BNR BURNER (WASTE GAS, INCINERATOR, ETC) BOX HVAC BOX (MIXING, REHEAT, VARIABLE VOLUME) BWR BLOWER C COIL CAB CABINET CAP CAPACITOR CC CALIBRATION CYLINDER CFR CHEMICAL FEEDER CH CHILLER CHGR CHARGER CIP CLEANING PORT CLAR CLARIFIER CLS CONTROL CONSOLE OR PANEL CMP COMPRESSOR CND CONDENSOR CNSL CONSOLE CNV CONVEYOR COL COLLECTOR COM COMMINUTOR COOL EVAPORATIVE COOLER CPNL CONTROL PANEL CPT COMPACTOR (SCREENINGS, ETC) CPU COMPUTER CRN CRANE CRT CATHODE RAY TUBE CRU CONDENSATE RETURN UNIT CT CURRENT TRANSFORMER CTF CENTRIFUGE CTWR COOLING TOWER CUB ELECTRICAL CUBICLE CV CHECK VALVE CVB CONSTANT VOLUME BOX CWP CIRCULATING WATER PUMP CYL CYLINDER (HYDRAULIC, PNEUMATIC, ETC) DAS DATA ACQUISITION SYSTEM DB DUCTBANK DEA DEAERATOR DEH DEHUMIDIFIER DFC DIGESTER FLOATING COVER DGB DIGESTER GAS BOOSTER DIFF DIFFUSER DIS DISTRIBUTOR (EDUCATOR, EJECTOR, ETC) DLK DEALKALIZER DMP DAMPER DMST DEMISTER DRV DRIVE DRY AIR DRYER DS DISCONNECT DU DRIVE UNIT EB ENGINE - BLOWER MODULE ECO ECONOMIZER EDU EDUCATOR EF EXHAUST FAN EEW EMERGENCY EYE WASH EG ENGINE GENERATOR EJ EXPANSION JOINT ELV ELEVATOR EMH ELECTRICAL MANHOLE ENG ENGINE EPR EVAPORATOR EUH ELECTRIC UNIT HEATER EWS ENGINEERING WORK STATION EWSS EYEWASH/SAFETY SHOWER EXC EXCITER EXD EXHAUST DUCT EXG EXHAUST GRILLE EXH EXHAUST HOOD FACP FIRE ALARM CONTROL PANEL FAN FAN OR BLOWER FCU FAN COIL UNIT FCV FLOW CONTROL VALVE FD FIRE OR HEAT DETECTOR FDC FIRE DEPARTMENT CONNECTION FDP FIRE DAMPER FDR FEEDER FDF FAN, FORCED DRAFT FE FLOW ELEMENT (METER) CODE DESCRIPTION FI FLOW INDICATOR (METER) FIL FILTER FH FIRE HYDRANT FHS FIRE HOSE STATION FLC FLOCCULATOR FSD FIRE SMOKE DAMPER FP FILTER PRESS FPB FAN POWERED BOX FPU FLUID POWER UNIT (HYDRAULIC, ETC) FUR FURNACE FV FLOW VALVE FWH FEEDWATER HEATER GAT GATE GEN GENERATOR GNDR GROUNDING RESISTOR GRN GRINDER HCL HEATER COIL HH HANDHOLE (ELECTRICAL) HK HAND CONTROL STATION HMI HUMAN MACHINE INTERFACE HOP HYDRAULIC OPERATOR HP HEAT PUMP HS HAND SWITCH HTR HEATER COIL HTT HEAT TRACE TAPE HUM HUMIDIFIER HV HEATING & VENTILATING UNIT HWHC HOT WATER HEATING COIL HX HEAT EXCHANGER IDF INDUCED DRAFT FAN IMC INDIVIUAL MOTOR CONTROLLER INJ INJECTOR (INDUCTOR) INV INVERTER IOE ION EXCHANGE UNIT (WATER SOFTENER) J EJECTOR JB JUNCTION BOX KV TIME (K) CONTROLLED VALVE LAB LABORATORY EQUIPMENT LC 480 VOLT LOAD CENTER LCV LEVEL CONTROL VALVE LV LEVEL CONTROLLED VALVE (NON-SELF ACTING) LVR LOUVER M METER MAU MAKEUP AIR UNIT MCC MOTOR CONTROL CENTER MDR MOTOR OPERATED DOOR MEE MISCELLANEOUS ELECTRICAL EQUIPMENT MH MANHOLE (ELECTRICAL) MIE MISCELLANEOUS INSTRUMENTATIONEQUIPMENT MIX MIXER MJ MECHANICAL JOINT MME MISCELLANEOUS MECHANICAL EQUIPMENT MNV HAND (MANUALLY OPERATED) VALVE MO MOTOR MOD MOTOR OPERATED DAMPER MOP MOTOR OPERATOR MOV MOTOR OPERATED VALVE MS MOTOR STARTER MSP MOISTURE SEPARATOR MTR MOTOR (ELECTRIC, PNEUMATIC, HYDRAULIC, ETC) MTS MANUAL TRANSFER SWITCH MUX MULTIPLEXER MZU MULTIZONE UNIT ORT ODOR REDUCTION TOWER OWS OPERATOR WORK STATION PB PULLBOX PBD PANELBOARD PCV PRESSURE CONTROL VALVE PDCV PRESSURE DIFFERENTIAL CONTROL VALVE PEC PHOTOELECTRIC CELL PEJ PNEUMATIC EJECTOR PLC PROGRAMMABLE LOGIC CONTROLLER PMP PUMP PNL PANEL POP PNEUMATIC OPERATOR PRE POWER ROOF EXHAUSTER PRT PRINTER PRV PRESSURE REGULATING VALVE (SELF-ACTING) PS PULL STATION PSV PRESSURE SAFETY VALVE (VACUUM OR PRESSURE RELIEF) PV PRESSURE CONTROLLED VALVE (NON SELF-ACTING) PVL PRESSURE VESSEL (AIR RECEIVER, HYDRO-PNEUMATIC TANK, ETC) RAK RACK OR STORAGE STAND RCPT RECEPTACLE RCVR RECEIVERS (AIR, BLOWDOWN, ETC) RE REFERENCE ELECTRODE RECT RECTIFIER REG REGISTER RES RESISTOR RF RETURN FAN RFV GRAVITY ROOF VENTILATOR RG RETURN GRILLE RHC REHEAT COIL RLY RELAY RTU ROOF TOP UNIT RUP RUPTURE DISC CODE DESCRIPTION RV RELIEF VALVE SA SURGE ARRESTOR SCA SCALE SCN SCREEN SCP SCREW PRESS SCR SCRUBBER SD SMOKE DAMPER OR DECTECTOR SDF SUPPLY DIFFUSER SF SUPPLY FAN SHE SLUDGE HEAT EXCHANGER SIL SILENCER (INLET OR EXHAUST) SILO SILO (ASH, COAL, ETC.) SKID SKID SMP SUMP SMPC SAMPLE CONTAINER SMPL SAMPLER SOV SOLENOID VALVE SP SEPARATOR SSP VOLUME CHAMBER SURGE SUPPRESSOR STP SOUND TRAP STR STRAINER SV SAFETY VALVE SUS SECONDARY UNIT SUBSTATION SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYN SYNCHROSCOPE TB TERMINAL BLOCK TBX TERMINAL BOX TCV TEMPERATURE CONTROL VALVE (SELF-ACTING) TEL TELEPHONE TGR TURNING GEAR THK THICKENER TNK TANK TRG TRANSFER GRILLE TRIP TRIPPER TRP TRAP TRS TRANSFER SWITCH TRAY CABLE TRAY TS TEST STATION TURB TURBINE TV TEMPERATURE CONTROL VALVE (NON SELF-ACTING) UH UNIT HEATER UPS UNINTERRUPTIBLE POWER SUPPLY US UTILITY STATION UTIL UTILITY UV MULTI-VARIABLE (U) CONTROLLED VALVE (NON SELF-ACTING) UVM ULTRAVIOLET MODULE VAV VARIABLE AIR VOLUME BOX VCU VOLUME CONTROL UNIT VFD VARIABLE FREQUENCY DRIVE VIB VIBRATOR VNT VENTILATOR VP VACUUM PUMP VSD VARIABLE SPEED DRIVE VT VOLTAGE TRANSFORMER WASH WASHER WCLR WATER COOLER WCC WATER COOLING COIL WH WATER HEATER WR WELDING RECEPTACLE WS WATER SOFTENER WW WIREWAY XFMR TRANSFORMER YV EVENT (Y) CONTROLLED VALVE (NON SELF-ACTING) 1. SYSTEM CODES EQUIPMENT CODES NOTES DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 G6 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 PIPING SYSTEM AND EQUIPMENT CODES J.BRADY JB DM JB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 REMOVE EXISTING STOREFRONT WINDOWS 5' - 10 5/8"2' - 0"7' - 0 1/2"2' - 0"7' - 7 1/4"2' - 0"7' - 0 1/2"2' - 0"7' - 9 1/2"2' - 0"7' - 0 1/2"2' - 0"3' - 3 1/8"9'-93/4"5'-10"5'-101/8"6'-41/8"EXISTING CONCRETE PEDESTALS (TYP) SAWCUT AND REMOVE CONCRETE SLAB AND PEDESTALS (TYP) EXISTING CMU WALL (TYP) A D1 EXISTING SLAB-ON-GRADE EXISTING SUMP PIT (TYP) (TYP)1'-13/4"BELT FILTER PRESS ROOM MECHANICAL ROOM TOC FINISHED FLOOR 0" BOTTOM ROOF SLAB14' - 0" REMOVE EXISTING STOREFRONT WINDOWS TOC FINISHED FLOOR0" (+/-) 1' - 0"2 3/4"2'-8"(+/-)8"(+/-)10"(+/-)2' - 0" TOP OF EXISTING SUMP PIT FACE OF EXISTING SUMP PIT EXISTING 1'-0" X 2'-0" PEDESTAL TOP OF EXISTING SLAB-ON-GRADE DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm AS NOTED 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 D1 A.BAHARANI / A. BICKFORD D.SCHMIDT C.CHAMBERLIN / J.TOWNSEND AUGUST 30, 2017 ARCHITECTURAL AND STRUCTURAL DEMOLITION PLAN AND ELEVATION C.CHAMBERLIN/A.BICKFORD AB/AB CC/JT CC/AB NO SCALESCALE: 1/4" = 1'-0" DEMOLITION PLAN - SLUDGE PROCESSING FACILITY NO SCALESCALE: 1/4" = 1'-0" DEMOLITION ELEVATION SLUDGE PROCESSING FACILITY NORTH ELEVATION GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. PROTECT EXISTING CONSTRUCTION AND EQUIPMENT TO REMAIN FROM ANY DAMAGE DURING DEMOLITION. 3. DISPOSE OF CONSTRUCTION DEBRIS OFFSITE. 4. SEE STRUCTURAL NOTES SHEET S1 FOR CONCRETE DEMOLITION REQUIREMENTS. SECTION SCALE: 1" = 1'-0"D1 D1A- NORTH NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 DN MOTOR CONTROL CENTER MCC-SP CONTROL ROOM ELECTRICAL ROOM REMOVE POLYMERVFD'S REMOVE POLYMER PUMPS(SALVAGE FOR OWNER POLYMER ROOM MECHANICAL ROOM REMOVE EXISTING EXHAUSTDUCTS ON ROOF (TYP OF 4) REMOVE EXISTINGCONDUIT AND WIRINGTO CURRENT BELT FILTER PRESS UNITS(TYP) 6" DS EW A D3 A D3 B D3 B D3 REMOVE EXISTING SUPPLY DUCT AT EXISTING FLANGE CONNECTIONS FOR INSTALLATION OF BELT FILTER PRESS UNITS.REINSTALL EXISTING DUCT AFTER INSTALLATION. REMOVE EXISTING ROOFFAN SWITCH, WIRING ANDCONDUITS (TYP OF 4) S S SS BFP 2 BFP 3 BFP 1 NOTE 4 NOTE 5 BFP UNIT 1CONTROL PANELNOTE 3 BFP UNIT 3 CONTROL PANELNOTE 3 BFP UNIT 2CONTROL PANELNOTE 3 NOTE 6(TYP 4) NOTE 7 REPLACE 2" NATURAL GAS PIPE PLATFORM AND STAIRS REMOVED BY OWNER(TYP OF 3) ROTARY DRUMTHICKENERROOM 2 BELT CONVEYOR REMOVE BELT FILTERPRESS(TYP OF 3) BELT FILTER PRESS ROOM INCLINED SCREWCONVEYOR REPLACE EXISTINGROOF DRAIN PIPEAND DRAIN BOX (TYP OF 2) REMOVE TO NEAREST FLANGE, SEE NOTE 8 REPLACE EXISTING ROOF DRAIN PIPINGTO WALL PENETRATION 4" RD4" RD RELOCATE 2" POS AND BALLVALVE CONNECTIONS TO NEWFEED LOCATIONS, SEE DWG M3 (TYP OF 9) DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 1 CITY OF IOWA CITY WASTEWATERBELT FILTER PRESS REPLACEMENT PROJECTIOWA CITY, IOWA 2671001 D2 J.BRADY / J.GAVIN D.SCHMIDT D.MATHIAS / L.INGRAM AUGUST 30, 2017 MECHANICAL AND ELECTRICAL DEMOLITION PLAN AND ELEVATION J.BRADY / L.INGRAM JB/JG DM/LI JB/LI JB DM JB NO SCALESCALE: 1/4" = 1'-0" MECHANICAL AND ELECTRICAL DEMOLITION PLAN NORTH GENERAL NOTES: 1. REMOVE ALL EXISTING INSULATION ON HWS, HWR AND CW PIPES AND FITTINGS INBELT FILTER PRESS ROOM. CLEAN EXTERIOR OF PIPE AS SPECIFIED AND PAINT PIPEIN COLOR SPECIFIED BY OWNER. AFTER PAINTING REINSULATE PIPE AND FITTINGSAS SPECIFIED. 2. REMOVE AND REPLACE ALL EXISTING THREADED RODS AND STRUCTURAL SUPPORTS ANCHORED FROM THE CEILING IN THE BELT FILTER PRESS ROOM. NEW ANCHORS, SUPPORTSAND STRUCTURAL SUPPORTS SHALL BE AS SPECIFIED. 3. DEMO INTERIOR OF EXISTING BELT FILTER PRESS CONTROL CABINET. CABINET SHALL BEREUSED. COORDINATE WITH DRAWING E4. 4. RELOCATE TWO GAS FIRED UNIT HEATERS AS NEEDED TO ALLOW FOR BELT FILTER PRESSODOR CONTROL DUCT INSTALLATION. COORDINATE WITH HVAC DRAWINGS M8. 5. RELOCATE ONE HOT WATER UNIT HEATER AS NEEDED TO ALLOW FOR BELT FILTER PRESS ODOR CONTROL DUCT INSTALLATION. COORDINATE WITH HVAC DRAWINGS M8. 6. COORDINATE WITH OWNER (SHAUN DALY) AND RELOCATE THE EXISTING HOA STATIONMOUNTED NEAR THE POLYMER PUMP TO A LOCATION ADJACENT TO THE POLYMER PUMPVFD’S LOCATED IN THE ELECTRICAL ROOM. 7.DEMO FIELD WIRING FROM CONTROL PANEL TO BFP UNITS. DEMO CONDUIT TO THE EXISTING BFP UNITS TO ALLOW INSTALLATION OF NEW BFP UNITS. CONDUIITS THROUGH CONTROLROOM WALL MAY BE REUSED. COORDINATE WITH DRAWING E4. 8.MODIFY EXISTING 2" POS PIPING TO CONNECT TO NEW INJECTION LOCATIONS SHOWN ONDRAWING M3. A. EXISITNG POS SYSTEM HAS DISTRIBUTION TO 3 INJECTION LOCATIONS FOR EACH BFP. B. EACH INJECTION LOCATION HAS A 2" BALL SHUTTOFF VALVE ON THE POS. SLUDGE PROCESSING FACILITY NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION 1 ADDENDUM 1 DATE 08/30/2017 10/05/2017 1 1 TOC FINISHED FLOOR 0' - 0" BOTTOM ROOF SLAB 14' - 0" C D3 REMOVE EXISTING BELT FILTER PRESS (TYP) REMOVE EXISTING EXHAUST HOOD (TYP FOR 4) CONVEYOR LIGHT (TYP) CONVEYOR SEE PLAN FOR PIPE REMOVALS TOC FINISHED FLOOR 0' - 0" BOTTOM ROOF SLAB 14' - 0" C D3 LIGHT (TYP) TOC FINISHED FLOOR 0' - 0" BOTTOM ROOF SLAB 14' - 0" B D3 A D3 REMOVE EXISTING BELT FILTER PRESS AND SUPPORT PEDESTALS (TYP FOR 3) STAIRS AND PLATFORM REMOVED BY OWNER (TYP FOR 3) DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 D3 D.MATHIAS / J.GAVIN D.SCHMIDT J.BRADY / L.INGRAM AUGUST 30, 2017 MECHANICAL AND ELECTRICAL - DEMOLITION SECTIONS J.BRADY / L.INGRAM DM/JG JB/LI JB/LI SECTION SCALE: 1/4" = 1'-0"D2 D3A- SECTION SCALE: 1/4" = 1'-0"D2 D3B- SECTION SCALE: 1/4" = 1'-0"D3 D3C- NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 MH18"D18"D 18"D8" EW 8"EW3" PW 3" PW 8" EW 6" TWAS 6" TWAS 6"TWAS4"EWSLUDGE HOLDING TANK 8801 4"TWAS6" PS-TWAS 6" PS-TWAS 6"SSC 8" PS 8" PS 12' - 0"14'-3"16'-0"33' - 3" EQUIPMENT PAD FOR ODOR CONTROL UNIT SUPPORT -SEE TYPICAL EXTERIOR EQUIPMENT PAD DETAIL ON DWG S4 EXISTING TRANSFORMER AND PAD BOLLARD (TYP FOR 3)-SEE TYPICAL POST-INSTALLED GUARD POST DETAIL ON DWG S4 EQUIPMENT PAD FOR DUCT SUPPORT -SEE TYPICAL EXTERIOR EQUIPMENT PAD DETAIL ON DWG S4 11' - 5 1/4" REMOVE SIDEWALK REMOVE AND REPLACE SIDEWALK DRIVEWAY, SEE NOTES 4"PWUGE FO INSTALL NEW SIDEWALK SECTION FO, SEE NOTES MAINTAIN 10'-0" SEPARATION BETWEEN TRANSFORMER AND ODOR CONTROL UNIT SLUDGE PROCESSING FACILITY 14' - 0"78'-5"4" D, SEE NOTE 5 DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1" = 10'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 C1 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 SITE PLAN J.BRADY JB DM JB NO SCALESCALE: 1" = 10'-0" SITE PLAN NORTH GENERAL NOTES: 1. PROTECT FO CONDUIT AND HANDHOLD. 2.ENCASE FO CONDUIT IN ODOR CONTROL UNIT EQUIPMENT PAD AND DUCT SUPPORT. 3.PROVIDE CURB CUT FOR NEW DRIVE PER CITY STANDARD. 4.PROVIDE 12" OF AGGREGATE BASE GRAVEL DRIVE TO FACILITATE BFP'S REMOVAL AND REPLACEMENT. 5.CONNECT 4" D FROM 90º BEND AT BOTTOM OF DUCT AND FROM FAN DRAIN TO EXISTING UNDERGROUND DRAIN. HEAT TRACE AND INSULATE 4" DRAIN TO 48" BELOW GRADE. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 STRUCTURAL DESIGN CRITERIA: 1.BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2012; PUBLISHED BY INTERNATIONAL CODE COUNCIL, INC. 2.ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES; PUBLISHED BY AMERICAN SOCIETY OF CIVIL ENGINEERS. 3. STEEL DESIGN CODE: AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN (ASD); PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 4.CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-11; PUBLISHED BY AMERICAN CONCRETE INSTITUTE. 5.STRUCTURAL STEEL: SEE SPECIFICATION. 6. CONCRETE COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS. 7. REINFORCING STEEL: ASTM A615, GRADE 60. 8.REQUIRED SAFE NET ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF. 9. FROST DEPTH: 4 FEET. 10.FLOOR LIVE LOADS: SEE PLANS FIELD MEASUREMENT NOTES: 1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; CONTRACTOR SHALL MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, BREECHING AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR. SLOPE ARROW ANCHOR BOLT (AB) MECHANICAL ANCHOR (MA) (EXPANSION ANCHOR, UNO) ADHESIVE ANCHOR (AA) SLOPE GENERAL STRUCTURAL SYMBOLS CONCRETE DEMOLITION NOTES: 1. REMOVE CONCRETE TO LIMITS SHOWN. 2. AT LIMITS OF CONCRETE TO BE REMOVED WHERE EXISTING CONCRETE IS TO REMAIN, PERFORM REMOVAL AS FOLLOWS: A. WHERE LIMITS OF CONCRETE REMOVAL FORM A CORNER, CORE DRILL (3" DIA MINIMUM) CONCRETE AT CORNER PRIOR TO SAW CUTTING. OVER CUTTING BY SAW AT CORNERS IS NOT PERMITTED. B. INITIATE REMOVAL BY SAW CUT. SAW CUTS MAY BE MADE THROUGH ENTIRE THICKNESS OF CONCRETE UNLESS EXISTING REINFORCING IS SHOWN TO REMAIN AND EXTEND INTO SUBSEQUENT NEW CONCRETE CONSTRUCTION. C. WHERE SAW CUTTING THROUGH ENTIRE SECTION IS NOT POSSIBLE DUE TO SPACE LIMITATIONS FOR EQUIPMENT OR WHERE NOT PERMITTED DUE TO RETENTION OF EXISTING REINFORCING, REMOVE CONCRETE BY PRE-DRILLING SERIES OF HOLES ALONG LINE OF REMOVAL TO WEAKEN CONCRETE AND THEN REMOVE CONCRETE BY USE OF HAND HELD JACK HAMMERS. D. EXISTING CONCRETE TO REMAIN SHALL NOT BE DAMAGED BY CONCRETE REMOVAL PROCESS. INSPECT CONCRETE TO REMAIN AT DEMOLITION LIMITS AND REPORT TO ENGINEER ANY EVIDENCE OF DAMAGED CONDITIONS. CONCRETE NOTES: 1. EXPOSED CONCRETE CORNER CHAMFER: 1" UNLESS SHOWN OTHERWISE. 2.CONSTRUCTION JOINTS AS SHOWN MAY BE VARIED TO SUIT PLACING SEQUENCE PROVIDED THE RELOCATION, ADDITION, OR DELETION OF CONSTRUCTION JOINTS IS APPROVED BY THE ENGINEER PRIOR TO PREPARATION OF REINFORCING STEEL SHOP DRAWINGS. 3.PROVIDE PIPE SLEEVE FOR ALL PIPES AND CONDUITS THAT PASS THROUGH CONCRETE. MAKE SLEEVES IN WALLS FLUSH AND EXTEND SLEEVES IN FLOORS 4" ABOVE TOP OF FLOOR UNLESS SHOWN OTHERWISE. 4.PIPE AND PIPE SLEEVES FOR PIPES ARE NOT SHOWN. SEE SPECIFICATIONS. FINAL LOCATION SUBJECT TO ENGINEER'S APPROVAL. 5.PROVIDE SETTING TEMPLATES TO POSITION ANCHOR BOLTS PRIOR TO PLACING CONCRETE. ACCURATELY POSITION BOLTS TO ASSURE CORRECT VERTICAL AND HORIZONTAL LOCATION TO MATCH STEEL OR EQUIPMENT BOLT PATTERN. 6.ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 AND ASTM A386 AS APPLICABLE. 7.CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE BEEN INSTALLED. 8. DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINT IN SLABS FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 9.DO NOT PERFORM ANY OPERATIONS NEAR GROUND FLOOR SLAB PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 10.CONSTRUCTION CRANE OR OTHER HEAVY ERECTION EQUIPMENT WILL NOT BE PERMITTED ON SLABS. 11.CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOATATION OF STRUCTURES DURING CONSTRUCTION. 12.DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN VERIFIED BY SPECIAL INSPECTOR. 13.MAXIMUM LENGTH OF CONCRETE PLACEMENT IN ANY DIRECTION, UNLESS SHOWN OTHERWISE: A.SLABS: 50 FEET. B. OTHER SECTIONS: 50 FEET. REINFORCING STEEL NOTES: 1. CONFORM WITH ACI 318 AND ACI STANDARD FOR "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 2.REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE. 3.SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; OBTAIN ENGINEER'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED BY ENGINEER. CUTTING OF REINFORCING BARS NOT PERMITTED. 4.REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. 5. TACK WELDING TO REINFORCING BARS IS NOT PERMITTED. 6.LAP OR MECHANICALLY CONNECT ALL #11 AND SMALLER BAR SPLICES AND WELD OR MECHANICALLY CONNECT ALL #14 AND LARGER BAR SPLICES UNLESS APPROVED OTHERWISE BY ENGINEER. 7.MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE. REINFORCING STEEL NOTES (CONTINUED): A.CLASS B SPLICE FOR fy = 60,000 PSI, f'c = 4500 PSI, NORMAL WEIGHT CONCRETE, UNCOATED BARS AND FOLLOWING: 1.) CLEAR SPACING OF BARS ≥2 BAR DIA AND COVER ≥BAR DIA, OR 2.) CLEAR SPACING OF BARS ≥DIA BAR AND COVER ≥DIA BAR, AND STIRRUPS OR TIES THROUGHOUT LAP NOT LESS THAN ACI CODE MINIMUM. B. TOP BAR ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 8. LOCATE SPLICES WHERE SHOWN. WHERE NO SPLICES ARE SHOWN, TOP REINFORCING IN SLABS AND BEAMS MAY BE SPLICED IN MIDDLE ONE-HALF OF SPAN BETWEEN SUPPORTS AND BOTTOM REINFORCING MAY BE SPLICEDOVER OR NEAR SUPPORTS. REINFORCING BAR MINIMUM SPLICE LAP LENGTH IN INCHES BAR SIZE TOP BARS OTHER BARS #3 24 19 #4 32 25 #5 40 31 #6 48 37 #7 70 54 #8 80 62 #9 90 70 #10 102 78 #11 113 87 9.REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY ENGINEER. 10.EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED. 11.PROVIDE ONE #4 X 4'-6" EXTRA DIAGONAL REINFORCING EACH FACE AT CORNERS OF ALL RECTANGULAR OPENINGS AND AT 45 DEGREES TO MAIN REINFORCING FOR CIRCULAR OPENINGS UNLESS SHOWN OTHERWISE. 12.PROVIDE ONE #4 EXTRA REINFORCING ALONG OPENING EDGE EACH FACE; EXTEND BARS MINIMUM OF 2'-0" BEYOND EDGE OF RECTANGULAR OPENING ANDBEYOND PERPENDICULAR PROJECTION OF ROUND OPENING ON REINFORCING BAR UNLESS SHOWN OTHERWISE. 13.PROVIDE ONE #4 X 4'-6" EXTRA DIAGONAL REINFORCING TOP BAR IN SLABS AT EACH FLANGE TIP OF STEEL COLUMNS PENETRATING FLOOR SLAB AND AT EACH RE-ENTRANT CORNER. 14.ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE APPROVED BY ENGINEER. 15.PROVIDE EXTRA HAIRPIN REINFORCING AROUND ALL ANCHOR BOLTS LARGER THAN 3/4" DIAMETER. EXTEND LEGS OF HAIRPIN THE STANDARD EMBEDMENT LENGTH. SPACE HAIRPINS, ALONG BOLT, 1-1/2"FROM SURFACE AND AT 3" ON CENTER AROUND UPPER 1/3 OF ANCHOR BOLT EMBEDMENT (8" MAXIMUM). ANCHOR BOLT DIAMETER <1-1/2" 1-5/8" TO 2" INCL >2"#5 #4 #3 HAIRPIN SIZE UNLESS SHOWN OTHERWISE 16.PROVIDE REINFORCING BAR DOWELS IN FOOTINGS OF THE SAME NUMBER, SPACING AND SIZE AS COLUMN, PIER, OR WALL REINFORCING UNLESS SHOWN OTHERWISE. 17.ALL BARS SHALL BE SECURELY PLACED IN FINAL POSITION PRIOR TO PLACING CONCRETE. PLACING BARS INTO WET CONCRETE IS PROHIBITED. 18.REINFORCING CONCRETE COVER UNLESS OTHERWISE SHOWN: 1 1/2" WITH FOLLOWING EXCEPTIONS; 2" FOR #6 BARS AND LARGER FOR CONCRETE EXPOSED TO EARTH OR WEATHER; 3" WHEN DEPOSITED AGAINST EARTH; 3/4" FOR WALLS AND SLABS NOT EXPOSED TO EARTH OR WEATHER. 19.CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN FOLLOWING TOLERANCE RELATIVE TO FORMED OR UNFORMED CONCRETE SURFACE: D SPECIFIED COVER + TOLERANCE SPECIFIED COVER TOLERANCE D ≤12"D > 12" 3/4" 1" 1 1/2" OR GREATER - 1/8" , + 1/4" +/- 1/4" +/- 3/8" - 1/8" , + 3/8" -1/4" , + 3/8" - 3/8" , + 1/2" NOTE: TOLERANCES APPLY ONLY AT LOCAL ANOMALIES. SIZE CHAIRS AND SPACERS FOR SPECIFIED COVER. DIMENSIONS AND SCALE: DIMENSIONS AND/OR ELEVATIONS MARKED THUS (‡) ARE ASSUMED AND SHALL BE VERIFIED OR MODIFIED AS REQUIRED BY THE CONTRACTOR TO SUIT EQUIPMENT FURNISHED. FINAL DIMENSIONS ARE SUBJECT TO THE REVIEW OF THE ENGINEER. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR. DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. USE DIMENSIONS SHOWN. NTS (NOT TO SCALE) IS SHOWN ONLY WHERE DIMENSION IS OBVIOUSLY OUT OF SCALE. NUMERIC SCALE VALUES (1/4"=1'-0", ETC) APPLY ONLY AT FULL SIZE. CONCRETE DEMOLITION NOTES (CONTINUED): E. EXISTING REINFORCING BARS THAT ARE TO BE RETAINED SHALL NOT BE DAMAGED BY DEMOLITION PROCESS. DAMAGED BARS OR BARS BENT EXCESSIVELY BY DEMOLITION PROCESS SHALL BE CUT AND MECHANICALLY SPLICED AT CONTRACTOR'S EXPENSE. DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 S1 A.BICKFORD D.SCHMIDT J.TOWNSEND AUGUST 30, 2017 STRUCTURAL NOTES AND LEGEND - SHEET 1 A.BICKFORD AB JT AB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 STEEL NOTES: 1.WELD SYMBOLS SHOWN MAY NOT DISTINGUISH BETWEEN FIELD AND SHOP WELDING. CONTRACTOR SHALL PROVIDE AS MUCH WELDING AS PRACTICAL IN THE SHOP. CONTRACTOR'S SHOP DRAWINGS SHALL SHOW ALL WELDING AND DISTINGUISH BETWEEN FIELD AND SHOP WELDING. 2. WHERE FILLET WELD SIZES ARE NOT NOTED ON DRAWINGS, PROVIDE MINIMUM SIZE IN ACCORDANCE WITH AWS D1.1, 5.14. ALL OTHER TYPE WELDS NOT SIZED ON DRAWINGS SHALL DEVELOP FULL STRENGTH OF MEMBERS ATTACHED. 3. SET ELEVATION OF BASEPLATES TO TOP OF BASEPLATE AND ANCHOR BOLTS TO TOP OF BOLT. DO NOT WORK FROM TOP OF CONCRETE. 4. PROVIDE GALVANIZED FASTENERS FOR ALL BOLTED CONNECTIONS WHERE ONE OR MORE MEMBERS OR ELEMENTS ARE GALVANIZED MATERIAL. 5. PROVIDE POST-INSTALLED ANCHORS THAT ARE APPROPRIATE FOR ATTACHMENT TO PRECAST HOLLOW CORE ROOF PLANKS WHERE PIPING, DUCTS, ODOR CURTAIN, OR OTHER ITEMS ARE HUNG FROM THE EXISTING SLUDGE PROCESSING FACILITY ROOF. 6. MISCELLANEOUS ANCHOR BOLTS, MECHANICAL ANCHORS, ADHESIVE ANCHORS, AND FASTENERS NOT INDICATED, BUT REQUIRED FOR ANCHORAGE OF EQUIPMENT AND MATERIALS, SHALL BE PROVIDED (AS RECOMMENDED BY MANUFACTURER OF ITEMS). ANCHORAGE WILL BE SUBJECT TO REVIEW BY ENGINEER. 7.ANCHOR BOLT HOLES IN BASEPLATES SHALL BE SIZED AS FOLLOWS UNLESS INDICATED OTHERWISE ON DRAWINGS: DIAMETER OF ANCHOR BOLT HOLE DIAMETER 5/8"7/8" 3/4"1 1/16" 7/8"1 3/16" 1" TO 2"ANCHOR BOLT DIA + 1/2" OVER 2"ANCHOR BOLT DIA + 1" 8.WHERE HANGERS OR POSTS CONNECT TO TOP OR BOTTOM FLANGE OF HORIZONTAL WIDE-FLANGE BEAMS, FURNISH 3/8" WEB VERTICAL STIFFENER PLATE ON EACH SIDE OF BEAM WEB, CONTINUOUSLY FILLET WELDED TO WEB AND FLANGE, UNLESS NOTED OTHERWISE. 9.WHERE EQUIPMENT HANGERS ATTACH TO BOTTOM OR TOP BEAM FLANGE, FURNISH MINIMUM 3/8" STIFFENER PLATE ON EACH SIDE OF BEAM WEB, CONTINUOUSLY WELDED TO WEB AND FLANGE. STIFFENER PLATE MAY BE OMITTED IF HANGER ATTACHES TO BEAM BOTTOM FLANGE AND CONSISTS OF LUG PLATE IN PLANE OF AND LOCATED DIRECTLY BENEATH BEAM WEB. 2012 INTERNATIONAL BUILDING CODE SECTION 1704 SPECIAL INSPECTION REQUIREMENTS ITEM IBC 2012 SECTION IBC 2012 TABLE CONCRETE BOLTS INSTALLED IN CONCRETE REINFORCING STEEL STRUCTURAL WELDING HIGH-STRENGTH BOLTING 1705.3 1705.3 1705.2.2.3 1705.2 1705.2 1705.3 1705.3 1705.2.2 NOTE 9 NOTE 9 5.FINAL REPORT: SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND THE APPLICABLE PROVISIONS OF THE BUILDING CODE. 6. THE SPECIAL INSPECTOR SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR OR SAFETY PRECAUTIONS AND PROGRAMS INCIDENT TO THE WORK OF THE CONTRACTOR. 7.SUBSTITUTION AS A RESULT OF AN INSPECTION SHALL NOT BE ALLOWED. INSPECTOR PRESUMING TO GIVE AUTHORITY TO CHANGE PROVISIONS OF THE CONTRACT DOCUMENTS SHALL BE SUBMITTED BY THE CONTRACTOR AS A SUBSTITUTION REQUEST FOR REVIEW BY THE DESIGNER OF RECORD PRIOR TO COMPLETION OF WORK. 8. FIELD OBSERVATIONS BY DESIGNER OF RECORD ARE PERFORMED SOLELY FOR DETERMINING IF CONTRACTOR IS PERFORMING WORK IN GENERAL CONFORMANCE WITH THE DESIGN INTENT CONVEYED IN CONTRACT DOCUMENTS. OBSERVATIONS DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SPECIAL INSPECTION OR SUPERVISION OF CONSTRUCTION. 9. SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360. 1.CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCE WARNING OF ANTICIPATED WORK REQUIRING SPECIAL INSPECTION. IT SHALL BE THE DUTY OF THE PERSON DOING THE WORK AUTHORIZED BY A PERMIT TO NOTIFY THE SPECIAL INSPECTOR THAT SUCH WORK IS READY FOR INSPECTION. INSPECTION REQUESTS SHALL BE IN WRITING AND FILED AT LEAST TWO WORKING DAYS BEFORE SUCH INSPECTION IS DESIRED. 2.IT SHALL BE THE DUTY OF THE CONTRACTOR TO CAUSE THE WORK TO REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE SPECIAL INSPECTOR NOR THE CONTRACTING OFFICER SHALL BE LIABLE FOR EXPENSES ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. 3. ALL POST INSTALLED ANCHORS REQUIRE PERIODIC SPECIAL INSPECTION PER MANUFACTURER REQUIREMENTS 4. REPORTS: SPECIAL INSPECTOR SHALL FURNISH TESTING AND INSPECTION REPORTS ON A WEEKLY BASIS TO THE CONTRACTING OFFICER, DESIGNER OF RECORD AND CONTRACTOR INDICATING THE WORK INSPECTED. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECT TO THE DESIGNER OF RECORD AND CONTRACTING OFFICER. DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 S2 A.BICKFORD D.SCHMIDT J.TOWNSEND AUGUST 30, 2017 STRUCTURAL NOTES AND LEGEND - SHEET 2 A.BICKFORD AB JT AB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 4" X 6" BLOCKOUT FOR BELT FILTER PRESS SUPPORT (TYP) - SEE TYPICAL BLOCKOUT DETAIL ON DWG S4 5' - 10 5/8" 2' - 0"7' - 0 1/2"2' - 0"7' - 7 1/4"2' - 0"7' - 0 1/2"2' - 0"7' - 9 1/2"2' - 0"7' - 0 1/2"2' - 0"3' - 3 1/8"21' - 6"6' - 4 1/8"(TYP)9' - 1 3/4"(TYP)4' - 2"(TYP)2' - 11 3/4"(TYP)4' - 4" 7"(TYP) EXISTING SUMP EXISTING SUMP EXISTING SUMP NEW SUMP NEW SUMP NEW SUMP SLOPE 1/8"/FTSLOPE 1/8"/FTSLOPE 1/8"/FT 7' - 3 5/8"8' - 2 1/2"10' - 5 1/4"8' - 2 1/2"10' - 7 1/2"8' - 2 1/2" B S4 C S4 D S4 12' - 0"14' - 3"16' - 0" EXISTING CMU WALL (TYP)6" (TYP) CL ANCHOR BOLTS 11' - 5 1/4" E S4 6" (TYP)1' - 0" CONCRETE DOOR PAD CONCRETE DOOR PAD (TYP AT 2 LOCATIONS) (TYP) (TYP) (TYP)1' - 6"4' - 4" C S4 (SIM) EQUIPMENT PAD FOR ODOR CONTROL UNIT SUPPORT - SEE TYPICAL EXTERIOR EQUIPMENT PAD DETAIL ON DWG S4 EXISTING TRANSFORMER PAD (NOTE 5) BOLLARD (TYP FOR 3)-SEE TYPICAL GUARD POST DETAIL ON DWG S4 EQUIPMENT PAD FOR DUCT SUPPORT -SEE TYPICAL EXTERIOR EQUIPMENT PAD DETAIL ON DWG S4 6' - 8 1/2" 2' - 0"7' - 3 1/2" MATCH TOP OF NEW SUMP SLAB TO TOP OF EXISTING SUMP SLAB TO ALLOW SLOPE TO EXISTING DRAIN. PROVIDE BENTONITE WATERSEAL WHERE NEW AND EXISTING CONCRETE MEET. (TYP FOR 3) EXISTING FLOOR DRAIN (TYP FOR 3)5' - 10 1/8" 6' - 0" 2' - 3 1/4" ROTARY DRUM THICKENER ROOM 2 BELT FILTER PRESS ROOM MECHANICAL ROOM NOTE 4 NOTE 5 (TYP ALL AROUND) 10' - 0" 9" CL BOLLARDS 1' - 6"8"8"8"9"9"DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 S3 A.BICKFORD D.SCHMIDT J.TOWNSEND AUGUST 30, 2017 STRUCTURAL MODIFICATIONS PLAN A.BICKFORD AB JT AB NO SCALESCALE: 1/4" = 1'-0" STRUCTURAL SLAB PLAN SLUDGE PROCESSING FACILITY NORTH GENERAL NOTES: 1. DESIGN FLOOR LIVE LOADS: A. UNIFORM LIVE LOAD AT NEW SUMP: 150 PSF B. CONCENTRATED LIVE LOAD AT BELT FILTER PRESS SUPPORT: 3.2 Kips 2.DESIGN EQUIPMENT LOADS: A. BELT FILTER PRESS: 23.0 Kips B. ODOR CONTROL UNIT ON EQUIPMENT PAD: 16.0 Kips 3.PROVIDE LINTEL AT DUCT OPENING IN NORTH WALL. SEE TYPICAL LINTEL DETAIL ON DWG S4. 4.COORDINATE THE LOCATION OF THE BOLLARDS WITH THE LOCATION OF THE SCRUBBER CONTROL PANEL TO ASSURE CLEAR WORKING DISTANCE PER THE NEC. SEE SCRUBBER SHOP DRAWINGS FOR FINAL LOCATION OF CONTROL PANEL. 5.PER EASTERN IOW ELECTRIC (REC), A MINIMUM OF 10'-0" CLEARANCE REQUIRED AROUND EXISTING TRANSFORMER EQUIPMENT. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 #5@12 TOP EQUIPMENT COMPACTED GRANULAR MATERIAL COORDINATE SIZE W/OTHER TRADES SIZE VARIES #5@12 TOP 4' - 0"6"3"10"ROUGHENED JOINT GRADE 8"8"CENTERED IN WALLS#4@12 EW NOTE: WALL THICKNESS SHALL BE INCREASED FROM 8" TO 18" WHERE BOLLARD IS SHOWN ON PLAN. TWO LAYERS OF WALL REINFORCING SHALL BE USED WHERE BOLLARD IS SHOWN ON PLAN TOC FINISHED FLOOR0" CL ANCHOR BOLTS EQUIPMENT SUPPORT FRAMING (BY EQUIPMENT MANUFACTURER) 1" (MIN) NON-SHRINK GROUT AT BLOCKOUT 4" X 6" X 9" DEEP BLOCKOUT (BEYOND) SLOPE 1/8"/FT TO SUMP PIT EXISTING SLAB ON GRADE TOP OF EXISITING SUMP PIT EXISTING SLAB ON GRADE VAPOR BARRIER #4@12 DOWEL WITH 6" EMBED AND EPOXY GROUT - SHIFT AS NEEDED TO MISS BLOCKOUTS (TYP) #4@12 T&B, EW4"1 1 BENTONITE WATERSEAL WHERE NEW CONCRETE MEETS EXISTING 8" (+/-)10" (+/-)1' - 6" (+/-) 7" 2' - 0"4"(TYP) 1' - 0"3" CLR TOC FINISHED FLOOR0" CL ANCHOR BOLTS SLOPE 1/8"/FT TO SUMP PIT EXISTING SLAB ON GRADE TOP OF NEW SUMP PIT VAPOR BARRIER #4@12 1 1 BENTONITE WATERSEAL WHERE NEW CONCRETE MEETS EXISTING 7" 2' - 0"8"#4@12 EW, TOP 1' - 6" (+/-)10" (+/-) #4@12 T&B, EW SEE SECTION B-S4 FOR ADDITIONAL NOTES WHERE NEW CONCRETE MEETS EXISTING AND AT BLOCKOUTS3" CLRVARIES4"6"4" FACE OF SUMP / EDGE OF NEW CONCRETE 3/4"ø ANCHOR BOLT WITH 8" (MIN) EMBED BLOCKOUT TO BE FILLED WITH NON-SHRINK GROUT AFTER EQUIPMENT IS SET IN PLACE CL ANCHOR BOLTS 7" TOC FINISHED FLOOR0" CL ANCHOR BOLTS EXISTING SLAB ON GRADE VAPOR BARRIER #4@12 T&B, EW 1 1 7"SEE SECTION B-S4 FOR ADDITIONAL NOTES WHERE NEW CONCRETE MEETS EXISTING AND AT BLOCKOUTS 10" (+/-) EXISTING SLAB ON GRADE10" (+/-)1' - 6" (+/-)3" CLR 2' - 0" TOC FINISHED FLOOR 0" EXISTING SLAB-ON-GRADE EXISTING FOUNDATION WALL 1' - 0"6"6"3' - 3" (+/-)#4@12 T&B WITH 6" EMBED INTO EXISTING CONCRETE (4)-#4 BARS LONGITUDINAL RIGID INSULLATION WEEP SLOT SEALANT THRU WALL FLASHING WITH STAINLESS STEEL DRIP REMOVE AND REPLACE FACE BRICK AS NEEDED TO ACCOMODATE FLASHING t t/2 EXISTING VERTICAL REINFORCING GROUT FILL CUT BLOCKS AS REQUIRED 1/4 2-6 1/4 2-6 (NOTE: MAX ALLOWABLE LINTEL SPAN IS 5'-0") PL 5/16 X t (-1") MIN BEARING SAME AS STRUCTURAL STEEL LINTEL W8X15 WITH 8" BEARING EACH END CL 6" DIA STAINLESS STEEL PIPE FILLED WITH CONCRETE FINISHED FLOOR3'-6"1/2"9"4'--6"1' - 6"10"DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm AS NOTED 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 S4 A.BICKFORD D.SCHMIDT J.TOWNSEND AUGUST 30, 2017 STRUCTURAL MODIFICATION DETAILS A.BICKFORD AB JT AB NO SCALESCALE: 3/4" = 1'-0" TYPICAL EXTERIOR EQUIPMENT PAD DETAIL SECTION SCALE: 1" = 1'-0"S3 S4B- SECTION SCALE: 1" = 1'-0"S3 S4C- NO SCALESCALE: 3" = 1'-0" TYPICAL BLOCKOUT DETAIL SECTION SCALE: 1" = 1'-0"S3 S4D-SECTION SCALE: 1" = 1'-0"S3 S4E- NO SCALESCALE: 1 1/2" = 1'-0" TYPICAL LINTEL DETAIL NO SCALESCALE: 1 1/2" = 1'-0" TYPICAL GUARDPOST DETAIL NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 TOC FINISHED FLOOR0" BOTTOM ROOF SLAB14' - 0" OVERHEAD COILING DOOR VISION PANELS (TYP)5'-0"1'-0"1'-0"2' - 0"2' - 0" A A1 101 102 OVERHEAD COILING DOOR 3' - 0"3'-0"CLEARANCE 3' - 0"(MIN) CLEAR VINYL CURTAIN SYSTEM BOLLARD (TYP) 5' - 7"5' - 9" BELT FILTER PRESS ROOM MECHANICAL ROOM COILING DOOR HOOD. ANCHOR TO SOLID BACK UP CONCRETE PER MANUFACTURER'S INSTRUCTIONS TO ENSURE A SECURE HOOD INSTALLATION EXISTING WALL DOOR GUIDES INSULATED COILING DOOR COILING DOOR HOOD CLOSURE FLASHING AIR BAFFLE PROVIDE STAINLESS STEEL FLASHING, SEALANT ETC. AS REQUIRED FOR WATERTIGHT CONSTRUCTION SEEDOORSCHEDULEEXISTING WALL DOOR GUIDES BY COILING DOOR MANUFACTURER INSULATED COILING DOOR CURTAIN ANCHOR TO SOLID GROUTED CONCRETE MASONRY UNIT REMOVE AND CLEAN ANY REMAINING SEALANT FROM BRICK AFTER REMOVAL OF EXISTING STOREFRONT 1' - 6"DOOR GUIDES BEYOND INSULATED COILING DOOR COILING DOOR BOTTOM BAR CONCRETE PAD FINISH GRADE RIGID INSULLATION WEEP SLOT SEALANT THRU WALL FLASHING WITH STAINLESS STEEL DRIP REMOVE AND REPLACE FACE BRICK AS NEEDED TO ACCOMODATE FLASHING EXISTING WALL (t) t/2 EXISTING VERTICAL REINFORCING GROUT FILL CUT BLOCKS AS REQUIRED 1/4 2-6 1/4 2-6 PL 5/16 X t (-1") MIN BEARING SAME AS STRUCTURAL STEEL LINTEL W8X15 WITH 8" BEARING EACH END 11/2"PLUS1"DUCTDIMENSIONSEALANT W/ BACKER ROD GROUT FILL ALL CORES AT SILL 4" SHEET METAL SLEEVE SHEET METAL DUCT SEE MECHANICAL END DAM FLASHING 2 PIECE SHEET METAL COLLAR SET IN SEALANT8"DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm AS NOTED 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 A1 A.BAHARANI D.SCHMIDT A.BAHARANI AUGUST 30, 2017 ARCHITECTURAL PLAN AND ELEVATION C.CHAMBERLIN AB AB CC DOOR SCHEDULE OPENING NUMBER TYPE WIDTH HEIGHT MATERIAL FIRE RATING GLAZING REMARKS 101 CD 12' - 0"12' - 0"STEEL PER MANUFACTURER 102 CD 12' - 0"12' - 0"STEEL PER MANUFACTURER ELEVATION SCALE: 1/4" = 1'-0"A1 A1A- NO SCALESCALE: 1/4" = 1'-0" FLOOR PLAN NORTH NO SCALESCALE: 3/4" = 1'-0" HEAD NO SCALESCALE: 3/4" = 1'-0" JAMB NO SCALESCALE: 3/4" = 1'-0" SILL CD GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NO SCALESCALE: 1 1/2" = 1'-0" TYPICAL HVAC DUCT PENETRATION THRU EXISTING EXTERIOR WALL DETAIL NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 -TP F F F F NORMALLY OPEN NORMALLY CLOSED SOLENOID AUTOMATED VALVE CONTROL VALVE ASSEMBLY FOUR-WAY (WITHTYP FAIL POSITION) THREE-WAY (WITHTYP FAIL POSITION) PRESSURE REDUCING WITH EXTERNAL TAP (ARROW INDICATES FLOWDIRECTION) PRESSURE REDUCING, SELF-CONTAINED (ARROW INDICATES FLOW DIRECTION) BACK PRESSURE REGULATOR SELF-CONTAINED(ARROW INDICATES FLOW DIRECTION) POPPET OR TELESCOPING BACK PRESSURE REGULATOR EXTERNAL TAP (ARROW INDICATES FLOWDIRECTION) PITCH DOWN INDIRECTION OF FLOW TIE POINT TO EQUIPMENT OR ANOTHER CONTRACT X = EQUIPMENT OR CONTRACT DESIGNATOR YY = P&ID NUMBER ZZZ= TIE POINT NUMBER TIE POINT INTO AN EXISTING SYSTEM YYY = P&ID DRAWING NUMBER XX = TIE POINT NUMBER BALL CHECK AUTOMATIC RECIRCULATION ANGLE SAFETY RELIEF BACKFLOW PREVENTER GAGE COCK VACUUM RELIEF BALANCING FLAP GATE PINCH FLOAT WAFER CHECK SWING CHECK HOSE BIBB W/ HYDRANT RESTRAINED FLANGED COUPLING ADAPTER RESTRAINED SLEEVE TYPE MECHANICAL COUPLING FLANGED COUPLINGADAPTER GROOVED END MECHANICAL COUPLING SLEEVE TYPE MECHANICAL COUPLING ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF DRAWINGS FOR GENERAL LEGEND AND ABBREVIATIONS, SEE "GG" DRAWINGS. TRAP (LAV, DRAIN, ECT.) SHOCK ABSORBER OR WATER HAMMER ARRESTOR ALL FITTINGS AND VALVES MAYBE SHOWN AS INDICATED UNLESS STATED (PLAN) ONLY. VTR 2. 1. XX XXY ZZZ YYY XX F F F * V ED FD HB TAG M A W NEW WORK EXISTING FUTURE STREAM IDENTIFICATION FLOW ARROW QUICK OPEN UTILITY STATION (LETTER, IF ANY, DESIGNATES TYPE) FLOW STRAIGHTENING VANE Y-STRAINER Y-STRAINER W/ DRAIN CAPPED Y-STRAINER W/ N.C. BALL VALVE SIMPLEX STRAINER DUPLEX STRAINER START-UP STRAINER TEMPORARY STRAINER IN-LINE DRAIN SPRAY NOZZLE VENT THRU ROOF (PLAN) AIR VENT STEAM VENT (MANUAL VENT) MV (AUTOMATIC VENT) AV CONSERVATION VENT FIRE HOSE VALVE CENTRIFUGAL PUMP INLINE PUMP BUCKET STRAINER SEAL WATER CONTROL UNIT SLUICE GATE GLOBE BALL STOP CHECK PLUG BUTTERFLY DIAPHRAGM NEEDLE ANGLE GATE KNIFE GATE ANGLE GLOBE V-BALL SLIDE GATE PARALLEL SLIDE GATE GATE BLIND FLANGE WELDED CAP THREADED CAP PIPE PLUG CONCENTRIC REDUCER ECCENTRIC REDUCER ROOF DRAIN EQUIP DRAIN FLOOR DRAIN FLOOR CLEANOUT WALL CLEANOUT EXPANSION JOINT EXPANSION JOINT SINGLE END EXPANSION JOINT DOUBLE END FLEX CONNECTION FLEX CONNECTOR W/SPARE QUICK DISCONNECT MT = MOISTURE TRAP ST = STEAM TRAP LF = LINE FILTER METER 90° BEND PIPE TURN DOWN 90° BEND PIPE TURN UP 45° BEND UNION PIPE GUIDE PIPE ANCHOR VENT THRU ROOF HOT WATER COLD WATER DOMESTIC HOT WATER CIRCULATING FLANGED JOINT MECHANICAL JOINT PUSH-ON JOINT WELDED JOINT EXPANSION JOINT * PLUMBING/PIPING FITTINGS VALVES TIE POINT DESIGNATORS GENERAL VALVES PIPE AND FITTINGS PLUMBING LINE TYPES SCHEMATIC/FITTINGS AND VALVES NOTES DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 M1 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 MECHANICAL LEGEND - SHEET 1 J.BRADY JB DM JB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 FVC FHC DPS DPT SD AD M R D FOR GENERAL LEGEND AND ABBREVIATIONS, SEE "GG"DRAWINGS. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF DRAWINGS 2. 1. X X H T RS HR CFM TAG#DUCT-(INSIDE CLEAR DIMENSIONS) FIRST FIGURE = SIDE SHOWN SECOND FIGURE = SIDE NOT SHOWN ROUND DUCT FLAT OVAL DUCT DIRECTION OF FLOW IN DUCT CEILING DIFFUSER IDENTIFYING # THROWS SQUARE TO ROUND TRANSITION VOLUME EXTRACTOR SUPPLY OR VENTILATING DIFFUSERW/CFM AND FIXTURE TYPE SHOWN RETURN OR EXHAUST GRILLE W/CFM AND FIXTURE TYPE SHOWN 18 X 18 18 CD-1, 350 CFM RG-1,EG-1 350 CFM DOUBLE THICKNESS, AIRFOIL TURNING VANES IN ELBOW SQUARE ELBOW WITH TURNING VANES 18 X14 12/12 TEE WITH TURNING VANES FLEXIBLE DUCT VOLUME DAMPER (MANUAL) FLEXIBLE DUCT CONNECTION INCLINED DROP IN ELEVATION OF DUCT WITH RESPECT TO AIR FLOW INCLINED RISE IN ELEVATION OF DUCT WITH RESPECT TO AIR FLOW MOTORIZED DAMPER-PARALLEL OR OPPOSED BLADE-PLAN VIEW SLOT DIFFUSER EXHAUST FAN FAN SUPPLY/VENTILATING AIR RETURN/EXHAUST AIR INLINE EXHAUST FAN BACKDRAFT DAMPER-PLAN VIEW BACKDRAFT DAMPER-SECTION VIEW REHEAT OR PREHEAT COIL IN DUCT ACCESS DOOR IN DUCT SIDE OR BOTTOM RECTANGULAR RETURN DUCT TURNING DOWN RECTANGULAR RETURN DUCT TURNING UP RECTANGULAR SUPPLYDUCT TURNING DOWN RECTANGULAR SUPPLY DUCT TURNING UP SMOKE DAMPER DIFFERENTIAL PRESSURE SENSOR/SWITCH DIFFERENTIAL PRESSURE TRANSMITTER RETURN OR EXHAUST DUCT TAP FROM BOTTOM OF DUCT RETURN, SUPPLY, OR EXHAUST BRANCH DUCT IN SIDE OF DUCT W/VOLUME DAMPER ROUND DUCT TURNING DOWN ROUND DUCT TURNING UP SPLITTER DAMPER REFRIGERANT SENSOR DIGITAL T = THERMOSTAT PNEUMATIC H = HUMIDISTAT UNIT HEATER FIRE & SMOKE DAMPER (NUMBER INDICATES FIRE RATING OTHER THAN 1 HOUR) SMOKE DAMPER FIRE DAMPER (NUMBER INDICATES FIRE RATING OTHER THAN 1 HOUR) CFM VALUE EQUIPMENT TAG NUMBER FIRE LINE SERVICE FIRE SPRINKLER LINE WET STANDPIPE DRY STANDPIPE UPRIGHT SPRINKLER HEAD PENDANT SPRINKLER HEAD SIDEWALL SPRINKLER HEAD POST INDICATOR AND VALVE OUTSIDE SCREW AND YOKE GATE VALVE TAMPER PROOF VAVE ALARM CHECK VALVE DRY PIPE VALVE DELUGE VALVE SIDEWALL SPRINKLER HEAD FIRE HOSE CABINET (SURFACE MOUNTED) FIRE VALVE CABINET (SURFACE MOUNTED) HOSE REEL FLOW DETECTOR/SWITCH FREE STANDING FIRE DEPT CONNECTION (SIAMESE) WALL MOUNTED FIRE DEPT CONNECTION (SIAMESE) DSP WSP FS F 12Ø TS HVAC FIRE PROTECTION SYSTEM NOTES DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 M2 J.BOVENKAMP D.SCHMIDT A.HILTON AUGUST 30, 2017 MECHANICAL LEGEND - SHEET 2 J.BOVENKAMP JB AH JB NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 B M4 B M4 CL BFP UNIT - 3 CL BFP UNIT - 2 CL BFP UNIT - 1 CONNECT 6" DS TO 6" BFP INLETCONNECTION 6" DS (TYP 3) A M4 A M4 CONNECT NEW 6" DS PIPE TO EXISTING 6" DS PIPE ATFLANGE (TYP) CONTROL ROOM ELECTRICAL ROOM MECHANICAL ROOM BELT FILTER PRESS ROOM POLYMER ROOM FP9203A FP9202A FP9201A CL OF NEW BFP EXHAUST DUCTSEE DRAWING M6 POLYMER INJECTION AND MIXING VALVE POSITION(TYP OF 9) SEE NOTES ONTHIS DRAWING POLYMER INJECTION AND MIXING VALVE POSITION(TYP OF 9) SEE NOTES ONTHIS DRAWING POLYMER INJECTION AND MIXING VALVE POSITION(TYP OF 9) SEE NOTES ONTHIS DRAWINGSEE NOTES5' - 0" (‡)THIS DRAWING CONVEYOR CON9401A CONVEYOR CON9402A POLYMER INJECTION LOCATIONPOLYMER INJECTION LOCATION POLYMER INJECTION LOCATION P9321A P9326A P9322A P9323A REPLACE POLYMER PUMPS(TYP OF 4) INSTALL 4X4X2 TEE ABOVE PRESS EW WASHWATERCONNECTION (TYP OF 3) RELOCATED STAINLESSSTEEL EW DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 1 CITY OF IOWA CITY WASTEWATERBELT FILTER PRESS REPLACEMENT PROJECTIOWA CITY, IOWA 2671001 M3 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 BELT FILTER PRESS - GENERALARRANGEMENT J.BRADY JB DM JB JB DM JB NO SCALESCALE: 1/4" = 1'-0" BELT FILTER PRESS - GENERAL ARRANGEMENT GENERAL NOTES: 1. EACH BFP DS FEED PIPE SHALL BE EQUIPPED WITH 3 POLYMER INJECTION FEED LOCATIONS. 2.THE POLYMER INJECTION FEED SHALL INCLUDE 19" LONG INLINE MIXER WITH POLYMER INJECTION RING (SEE CHARTER MACHINE COMPANY REFERENCEDRAWING TP00.4-B-031), ONE PER PRESS (3 TOTAL). 3.CONTRACTOR SHALL SUPPLY AND INSTALL 2-19" LONG 6" DIAMETERFLANGED SPOOL PIECES PER PRESS (6 TOTAL) AT THE REMAINING POLYMERINJECTION LOCATIONS. 4.MODIFY EXISTING POLYMER SOLUTION (POS) SYSTEM TO ROUTE EACH BFPPOLYMER FEED TO ITS 3 INJECTION LOCATIONS (9 TOTAL). PROVIDE A 2"BALL VALVE AT EACH INJECTON LOCATION. REVISING EXISTING BALL VALVESIN GOOD CONDITION AND OPERABLE IS PERMISSABLE. 5.DURING STARTUP, ASSIST BFP SUPPLIER WITH POLYMER OPTIMIZATION BYREMOVING SPOOL PIECES AND SWITCHING INLINE MIXER ASSEMBLYLOCATIONS TO DETERMINE BEST LOCATION IN THE SLUDGE PIPING FOROPTIMAL PERFORMANCE. REINSTALL SPOOL PIECES AND MIXINGASSEMBLIES TO PROVIDE FINAL SYSTEM CONFIGURATION. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION 1 ADDENDUM 1 DATE 08/30/2017 10/05/2017 1 1 TOC FINISHED FLOOR0' - 0" BOTTOM ROOF SLAB14' - 0" B M4 FP9201A FP9202A FP9203A LIGHT (TYP) 2" EW (TYP OF 3) CONNECT TO BFP EW WASHWATER INLET VALVE TOC FINISHED FLOOR0' - 0" BOTTOM ROOF SLAB14' - 0" A M4 FP9202A LIGHT (TYP) CONVEYOR CON9401A 4" SST EW 2" PVC EW, ROUTE TO BFP EW WASHWATERCONNECTION (TYP OF 3) INSTALL 8:" DRAIN FROMBFP GRAVITY SECTION TOFLOOR SUMP DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 3/8" = 1'-0" 1 CITY OF IOWA CITY WASTEWATERBELT FILTER PRESS REPLACEMENT PROJECTIOWA CITY, IOWA 2671001 M4 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 BELT FILTER PRESS - SECTIONS J.BRADY JB DM JB JB DM DM SECTION SCALE: 3/8" = 1'-0"M3 M4A- SECTION SCALE: 3/8" = 1'-0"M3 M4B- NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION 1 ADDENDUM 1 DATE 08/30/2017 10/05/2017 1 1 1 1 1 B M4CL UNIT - 3 CL UNIT - 2 CL UNIT - 1 A M7 B M7 NEW EXHAUST FAN ON ROOF (TYP FOR 4) 20"ø EG-1 280 CFM EG-1 280 CFM EG-1 1400 CFM EG-1 1400 CFM EG-1 1400 CFM EG-1 1400 CFM 14"ø 30"ø36"ø EG-1 280 CFM EG-1 1400 CFM EG-1 1400 CFM 10"ø 10"ø 10"ø 14"ø 14"ø EXIST.SG-1 1390 CFM EXIST.SG-1 1390 CFM EXIST.SG-1 1390 CFM EXIST.SG-1 1390 CFM EXIST.SG-1 1390 CFM EXIST.SG-1 1395 CFM 2"ø NG 2"ø NG 1/2"ø NG 1/2"ø NG 1/2"ø NG RELOCATED EXISTING UNIT HEATERS, GAS PIPING, COMPRESSED AIR PIPING, DOMESTIC WATER, SODIUM HYPOCHLORITE PIPING, AND ELECTRICAL DEVICES TO ACCOMADATE NEW ODOR CONTROL DUCT. REUSE EXISTING FLUE LOCATIONS. REPLACE EXISTING NG PIPE IN BELT FILTER ROOM. PIPING SHALL BE CSST WITH JACKETAS SPECIFIED. CONTRACTOR SHALL SEAL ANY PENETRATION OF CSST JACKET. RELOCATE EXISTING UNIT HEATER TO NEW LOCATION. MODIFY EXISTING PIPING TO RECONNECT UNIT HEATER. EXISTING EW. REROUTE TO ALLOW INSTALLATION OF ODOR CONTROL DUCT. REROUTE EXISTING HWS AND HWR TO MISS ODOR CONTROL DUCT. 1"ø HWS 3"ø HWR 1"ø HWS 3"ø HWR 1"ø HWS 1"ø HWR FP9203A FP9202A FP9201A F9204A F9203A F9202A F9201A NOTE 1 (TYP ALL AROUND) 10' - 0" VOLUME DAMPER (TYP)4" RD4" RD DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 M6 J.BOVENKAMP D.SCHMIDT A.HILTON AUGUST 30, 2017 BELT FILTER PRESS - HVAC PLAN J.BOVENKAMP JB AH JB NO SCALESCALE: 1/4" = 1'-0" BELT FILTER PRESS - HVAC PLAN NORTH NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 GENERAL NOTES: 1.PER EASTERN IOW ELECTRIC (REC), A MINIMUM OF 10'-0" CLEARANCE REQUIRED AROUND EXISTING TRANSFORMER EQUIPMENT. TOC FINISHED FLOOR 0' - 0" BOTTOM ROOF SLAB 14' - 0" B M4 B M7 10"ø 10"ø 20"ø 30"ø 30"ø 14"ø 10"ø 14"ø 10"ø 14"ø 36"ø 36"øEG-1 280 CFM EG-1 1400 CFM EG-1 1400 CFM EG-1 280 CFM EG-1 280 CFM EG-1 1400 CFM FP9201A FP9202A FP9203A TOC FINISHED FLOOR 0' - 0" BOTTOM ROOF SLAB 14' - 0" A M4 A M7 14"ø 14"ø 10"ø EG-1 1400 CFM EG-1 1400 CFM EG-1 280 CFM FP9202A CONVEYOR CON9401A DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 3/8" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 M7 J.BOVENKAMP D.SCHMIDT A.HILTON AUGUST 30, 2017 BELT FILTER PRESS - HVAC SECTIONS J.BOVENKAMP JB AH JB SECTION SCALE: 3/8" = 1'-0"M6 M7A- SECTION SCALE: 3/8" = 1'-0"M6 M7B- NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 DUCT 3/16 ASREQUIRED3/16 PL1/8X3/4X3/4 MIN FASTEN WITH 2-3/8" CONCRETE ANCHORS SEE STRUCTURAL DWG S4 FOR TYPICAL EXTERIOR EQUIPMENT PAD DETAIL 1 1/4" X 1 1/4" X 1/8" GALV AFTER FABRICATION (TYP) 1" X 12 GA STRAP NOTE: SUPPORTS AT 10'-0" MAXIMUM SPACING. TYPICAL GAS-FIRED UNIT HEATER DETAIL SUPPORT FROM ROOF HANGER ROD SUPPLY FAN NGGAS PIPING DIRT LEG ADJUSTABLE LOUVERS SCALE: NONE GAS PRESSURE REGULATOR IF REQUIRED, SEE GAS PIPING SCHEMATIC FLUE VENT BUSSMAN SSU OR EQUAL FUSE @ 1.75 X FLA OF BLOWER MOTOR OR CONTROLLER 120V CIRCUIT DRAIN VALVE WITH 3/4" NPT HOSE FITTING ADAPTER PIPE SIZE SAME AS COIL CONNECTIONS BALANCING VALVE AS SPECIFIED OR SCHEDULED MANUAL VENT PRESSURE AND TEMPERATURE TEST STATION PRESSURE AND TEMPERATURE TEST STATION TYPICAL HOT WATER UNIT HEATER PIPING DETAIL MANUAL VENT HWR HWS UNIT HEATER SCALE: NONE BUSSMAN SSU OR EQUAL FUSE @ 1.75 X FLA OF BLOWER MOTOR OR CONTROLLER 120V CIRCUIT DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 M8 J.BOVENKAMP D.SCHMIDT A.HILTON AUGUST 30, 2017 BELT FILTER PRESS - HVAC SCHEDULES AND DETAILS J.BOVENKAMP JB AH JB FAN (EF/SF) SCHEDULE PLAN DESIGNATION TYPE SYSTEM BASIS OF DESIGN MANUFACTURER BASIS OF DESIGN MODEL DESIGN AIRFLOW (CFM) FAN ESP (IN.W.G.)RPM DRIVE TYPE BRAKE POWER (HP) MOTOR POWER (HP) ELECTRICAL SONES ACCESSORIES NOTESVOLTAGEHZPHASE F-9201A DOWNBLAST POWERED ROOF EXHAUST BELT FILTER PRESS ROOM LOREN COOK ACEB 2310 0.3 767 BELT 0.33 0.5 460 60 3 7.7 (A) (B) (C)(1) (2) F-9202A DOWNBLAST POWERED ROOF EXHAUST BELT FILTER PRESS ROOM LOREN COOK ACEB 2310 0.3 767 BELT 0.33 0.5 460 60 3 7.7 (A) (B) (C)(1) (2) F-9203A DOWNBLAST POWERED ROOF EXHAUST BELT FILTER PRESS ROOM LOREN COOK ACEB 2310 0.3 767 BELT 0.33 0.5 460 60 3 7.7 (A) (B) (C)(1) (2) F-9204A DOWNBLAST POWERED ROOF EXHAUST BELT FILTER PRESS ROOM LOREN COOK ACEB 2310 0.3 767 BELT 0.33 0.5 460 60 3 7.7 (A) (B) (C)(1) (2) ACCESSORIES: A.PROVIDE LOCKABLE UNIT MOUNTED DISCONNECT SWITCH WITH PROPER NEMA ENCLOUSRE FOR AREA INSTALLED. B.PROVIDE GRAVITY BACK DRAFT DAMPER. DAMPER SHALL BE FIBERGLASS OR COATED WITH HERESITE FINISH. C.PROVIDE ALUMINUM BIRD SCREEN. NOTES: 1.PROVIDE FAN WITH HERESITE FINISH. 2.PROVIDE CUSTOM ROOF CURB ADAPTER FOR FAN TO CONNECT TO EXISTING ROOF CURB EXTERIOR DUCT SUPPORT DETAIL NO SCALE SEQUENCE OF CONTROL: 1. MODIFY SEQUENCE OF CONTROL FOR F-9201A, F-9202A, F-92034A AND F-9204A IN EXISTING AHU-9201A DDC CONTROL PANEL AS FOLLOWS: A. F-9201A, F9202A, F-9203A AND F-9204A SERVING BELT FILTER PRESS ROOM SHALL BE INTERLOCKED WITH AHU-9201A AND SHALL OPERATE CONTINUOUSLY. UPON SIGNAL FROM AHU-9201A SMOKE DUCT DETECTOR, EXHAUST FANS SHALL STOP. B. WHEN ODOR CONTROL SYSTEM IS OPERATIONAL AS INDICATED BY SIGNAL FROM ODOR CONTROL SYSTEM , DDC SYSTEM SHALL STOP F-9201A, F-9202A, F-9203A AND F-9204A. AHU-9201A SHALL REMAIN IN OPERATION. EXHAUST FANS SHALL RESTART WHEN ODOR CONTROL SYSTEM IS NOT OPERATIONAL. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 CLASS 2, DIVISION 2 AREA SLUDGE HOLDING TANK 8801A SLUDGE DIGESTER NO.2 8701A SLUDGE DIGESTER NO.1 8601A (NOT ALL PIPING SHOWN) 6" DS NOTE 1NOTE 26" DS P8810AP8820AP8830AREMOVE EXISTING SUCTION LINE AT FLANGE OF PLUG VALVE (TYP OF 3) REMOVE PUMP, DISCHARGE PIPE AND PLUG VALVE (TYP OF 3) REMOVE TO BOTTOM FLANGE OF VERTICAL PIPING AND CUT DOWN TOP 11" OF CONCRETE PEDESTAL (TYP OF 3) DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm AS NOTED 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 M9 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 DIGESTER BUILDING MECHANICAL DEMOLITION J.BRADY JB DM JB NO SCALESCALE: 1/4" = 1'-0" DIGESTER BUILDING 8600 BASEMENT DEMOLITION PLAN NO SCALESCALE: 1" = 1'-0" DEMOLITION IMAGES GENERAL NOTES: 1. SALVAGE GLASS LINED PLUG VALVE AND OPERATOR ON SUCTION SIDE OF PUMP (TYP OF 3) FOR REINSTALLATION. 2. SALVAGE GLASS LINED PLUG VALVES ON DISCHARGE SIDE OF PUMP (TYP OF 3) FOR REINSTALLATION. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 A M10 B M10 C M10 (NOT ALL PIPING SHOWN) NOTE 1 NOTE 2 P8810AP8820AP8830A4'-41/2"2'-73/4"4'-41/2"1'-105/8"5'-25/8"5' - 0 1/4"51/8"PROVIDE PIPE SUPPORTBRACKET MOUNTED OFFDIGESTER WALL TOSTABILIZE PIPE END OFPIPE MANIFOLD BASEMENT FLOOR-6' - 9 1/2" SUCTION LEVEL-5' - 1 3/4"7"1' - 0 3/4" EXISTING PIPING(TYP) EXISTING PIPING(TYP) INSTALL PRESSURE RING AND SWITCH BY PUMPSUPPLIER BETWEEN SHUT OFF VALVE AND PUMPDISCHARGE ELBOW. ADJUST SUCTION SPOOL PIECETO ACCOMODATE. (TYP OF 3) BASEMENT FLOOR-6' - 9 1/2" SUCTION LEVEL-5' - 1 3/4"1' - 7 3/4"7 1/8" BASEMENT FLOOR-6' - 9 1/2" SUCTION LEVEL-5' - 1 3/4" DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADD D3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm As indicated 1 CITY OF IOWA CITY WASTEWATERBELT FILTER PRESS REPLACEMENT PROJECTIOWA CITY, IOWA 2671001 M10 J.BRADY D.SCHMIDT D.MATHIAS AUGUST 30, 2017 DIGESTER BUILDING MECHANICAL PLAN AND SECTIONS J.BRADY JB DM JB JB DM JB NO SCALESCALE: 1/4" = 1'-0" DIGESTER BUILDING 8600 BASEMENT PLAN SECTION SCALE: 3/4" = 1'-0"M10 M10B-SECTION SCALE: 3/4" = 1'-0"M10 M10A-SECTION SCALE: 3/4" = 1'-0"M10 M10C- NORTH 3-DIMENSIONAL VIEW OF NEW PUMPS GENERAL NOTES: 1. RETAIN SALVAGED SUCTION SIDE PLUG VAVLE AND OPERATOR (TYP OF 3). 2. INSTALL SALVAGED DISCHARGE SIDE PLUG VALVE (TYP OF 3). 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO EQUIPMENT MATERIALPURCHASES. FIELD ADJUST AS NECESSARY TO INSTALL THE WORK. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION 1 ADDENDUM 1 DATE 08/30/2017 10/05/2017 1 1 1 EXISTSD 385 CFM EXISTSD 380 CFM EXISTSD 155 CFM EXISTRD 305 CFM EXISTSD 150 CFM EXISTSD 120 CFM EXISTSD 225 CFM EXISTRD 225 CFM EXISTSD 35 CFM RG-1 355 CFM RG-1 720 CFM EXISTSG 825 CFM EXISTRG 745 CFM EXISTRG 335 CFM EXISTSD 370 CFM EXISTSD 160 CFM EXISTEG 65 CFM EXISTEG 300 CFM EXISTSD 325 CFM SG-1 585 CFM16"x12" 22"x16" 22"x16" 14"x14" 12"x12" 12"x12"14"x14"16"x12"16"x12"10"x10"8"x8"10"x10"12"x16" 12"x12" 12"x12" 12"x12" 8"x8" 6"x18"6"x18" 16"x12" 12"ø 14"ø 8"ø 12"ø 14"ø 12"ø 16"x14" REMOVE EXISTING DUCT AND GRILL.BLANK OFF AND SEAL EXISTING TAP IN DUCT. REBALANCE EXISTING FANTO 365 CFM CONNECT TO EXISTING DUCT. CONNECT TOEXISTING DUCT. PROVIDE NEW GRILL UP TO EXISTINGAHU-9003A 12"x18"18"x12" 18"x9" 18"x6" 16"x10" SEAL DUCT PENETRATIONTHROUGH WALLAIR TIGHT BATHROOM CONTROL ROOM ELECTRICAL ROOM BATHROOM LAB POLYMER ROOM DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 0 CITY OF IOWA CITY WASTEWATERBELT FILTER PRESS REPLACEMENT PROJECTIOWA CITY, IOWA 2671001 M11 J.BOVENKAMP D.SCHMIDT A.HILTON AUGUST 30, 2017 SLUDGE PROCESSING FACILITY PARTIAL HVAC PLAN J. BOVENKAMP JB AH JB NO SCALESCALE: 1/4" = 1'-0" SLUDGE PROCESSING FACILITY PARTIAL HVAC PLAN GENERAL NOTES: 1.REBALANCE ALL DIFFUSSERS AND GRILLS SERVED BY EXISTING AHU-9003ATO VALUES INDICATED.2.DUCT SIZES AND LOCATIONS ARE BASED ON FIELD MEASURMENTS ANDEXISTING DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONSAND LOCATIONS AND ADJUST WORK TO MATCH FIELD CONDITIONS.3. PROVIDE NEW BALANCING DAMPERS AT EACH EXISTING TAKEOFF FOR EXISTING GRILLS AND DIFFUSSERS ASSOCIATTED WITH AHU-9003A.4.EXISTING EXHAUST FANS F-9211A AND F-9210A SHALL BE REBALANCED TOEXHAUST 295 CFM.5.EXISTING DUCT IS SHOWN AS SHADED GRAY. NO.DESCRIPTION 0 ADDENDUM 1 DATE 10/05/2017 BLANK OFF EXISTING48X36 LOUVER WITH 2"INSULATED METAL PANEL. OCTOBER 05, 2017 M LOCAL REMOTE SOLENOID VALVE OPERATING COIL; RELAY, MOTOR STARTER, OR CONTACTOR NORMALLY OPEN (N.O.) CONTACT NORMALLY CLOSED (N.C.) CONTACT FUSE LIMIT SWITCH NORMALLY OPEN CONTACTCONTACT CLOSES WHEN ACTUATED INDICATING PILOT LIGHT LETTER INDICATES COLOR OF LENS SINGLE PHASE MOTOR XO OX DISCONNECT OR TOGGLE SWITCH GROUND CONNECTION NORMALLY OPEN CONTACT CLOSES ON TIMEDELAY AFTER COIL ENERGIZED. NORMALLY CLOSED CONTACT OPENS AFTER TIME DELAY ON DE-ENERGIZED COIL. TRANSFORMER TRANSFORMER W/ MAGNETIC CORE CONTROL TRANSFORMER NORMALLY OPEN MOMENTARY CIRCUIT CLOSING PUSHBUTTON SWITCH SPRING OPEN. NUMBER OF ELECTRICAL CONTACTS ON SWITCH SHOWN ON CONTROL SCHEMATIC NORMALLY CLOSED MOMENTARY CIRCUIT OPENING PUSHBUTTON SWITCH SPRINGCLOSE. NUMBER OF ELECTRICAL CONTACTS ON SWITCH SHOWN ON CONTROL SCHEMATIC H-O-A X00 OOX THREE POSITION SELECTOR SWITCH CONTACTS CLOSED IN POSITION INDICATED BY "X". NUMBER OF ELECTRICAL CONTACTS ON SWITCH SHOWN ON CONTROL SCHEMATIC TWO POSITION SELECTOR SWITCH CONTACTS CLOSED IN POSITION INDICATED BY "X". NUMBER OFELECTRICAL CONTACTS ON SWITCH SHOWN ON CONTROL SCHEMATIC 3-WAY SWITCH LIMIT SWITCH NORMALLY CLOSED CONTACTCONTACT OPENS WHEN ACTUATED NORMALLY OPEN PRESSURE OR VACUUM OPERATEDSWITCH CLOSES ON INCREASING PRESSURE NORMALLY CLOSED PRESSURE ORVACUUM OPERATED SWITCH OPENS ON INCREASING PRESSURE NORMALLY OPEN LEVEL ACTUATEDSWITCH CLOSES ON RISING LEVEL NORMALLY OPEN TEMPERATURE ACTUATED SWITCH CLOSES ON RISING TEMPERATURE NORMALLY CLOSED TEMPERATURE ACTUATED SWITCH OPENS ON RISING TEMPERATURE NORMALLY CLOSED CONTACT OPENS ONTIME DELAY AFTER COIL ENERGIZED. NORMALLY OPEN CONTACT CLOSES ON TIME DELAY ON DE-ENERGIZED COIL. ZERO SPEED SWITCH NORMALLY OPEN ZERO SPEED SWITCHNORMALLY CLOSED FOOT SWITCHCLOSES BY FOOT PRESSURE FOOT SWITCH OPENS BY FOOT PRESSURE FLOW SWITCH CLOSES ON INCREASING FLOW FLOW SWITCH OPENS ON INCREASING FLOW INDIVIDUAL DEVICE TERMINAL PANEL WIRING FIELD WIRING FIELD PANEL TERMINAL PLC ENCLOSURE TERMINAL MOTOR CONTROL CENTER TERMINAL NORMALLY CLOSED LEVEL ACTUATED SWITCH OPENS ON RISING LEVEL ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR ON THIS SET OF DRAWINGS. 1. R ELECTRICAL MOTOR AND CONTROL SCHEMATICS NOTES: DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 E2 J.GAVIN D.SCHMIDT L.INGRAM AUGUST 30, 2017 ELECTRICAL NOTES AND LEGEND SHEET 2 L.INGRAM JG LI LI NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 3BL 3BR 3CL 3CR 4BL 4BR 4CL A B C D E F 4BL POLYMERPUMPP9321APOLYMERPUMPP9322APOLYMERPUMPP9323APOLYMERMETERINGPUMPP9326AASD ASD ASD ASD BELTFILTERPRESSNO1FP9201ABELTFILTERPRESSNO2FP9202ABELTFILTERPRESSNO3FP9203ANOTE 2 1HP 1HP1HP1HP FANF9201AFANF9202AFANF9203AFANF9204APMP-3 PMP-1 PMP-4 PMP-2 NOTE 2 NOTE 2(3)#12,#12GRD,.75°C(3)#12,#12GRD,.75°C(3)#12,#12GRD,.75°C(3)#6,#10GRD,.1°C(3)#6,#10GRD,.1°C(3)#6,#10GRD,.1°C(3)#12,#12GRD,.75°C(3)#12,#12GRD,.75°C(3)#12,#12GRD,.75°C(3)#12,#12GRD,.75°C(3)#12,#12GRD,.75°CBELTFILTERPRESSROOMSCRUBBEREXHAUSTDUCTHEATTRACESCRUBBER CONTROL PANEL(3)#2,#8GRD,1.25°CNOTES 3, 5NOTES 3, 5NOTES 3, 5NOTES 3, 5 HYD UNIT PRESSTERMINAL BOX HYD UNIT PRESSTERMINAL BOX HYD UNIT PRESSTERMINAL BOX 15A 1 FVNR 3A MCP 1 FVNR 3A MCP 1 FVNR 3A MCP 1 FVNR 3A MCP 0.250.250.250.25 15A15A15A NOTE 4 NOTE 4 NOTE 4 NOTE 4 30HP NOTE 1 NOTE 1 NOTE 1 NOTE 1 MCCBMCCBMCCBMCCB MCC-SP1 ELECTRICAL ONE-LINE DIAGRAM MCC-SP2 ELECTRICAL ONE-LINE DIAGRAM MCC-SP1 ELEVATION MCC-SP2 ELEVATION 50A MCCB 50A MCCB 50A MCCB 2D 2E 2F 3A 1 2 3 INCOMING SERVICE & MAIN CIRCUITBREAKER MCC-DG2 AIR COMPRESSOR PANEL 4 SPACE METERING XFMR TO PB-A XFMR TO PB-B POLY TANK MIXER 1 POLY TANKMIXER 2 MCC-SP2 A B C D E F DRY POLYMER PROCESSING UNIT CFR 9301A 1 2 3 4 5 INCOMING SERVICE & MAINCIRCUIT BREAKER MCC-DG1 BFP-1 BFP-2 BFP-3 SPARE P9313A F9206A CONVEYORRELAYS GARAGE DOOR OPENER SPARE SIZE 1 METERING P9311A P9312A SPACEMCC-SP1 SP-1 SUMP PUMP TANK 3 MIXER TANK 4 MIXER SPARE 25A FAN F9205A FV9113A THICKENER WASTE WATER PUMPP 9101A F9213A CONV 9401A 9402A EXHAUST FANEF11 SPARE BFP ROOM EXHAUST FAN F 9201A BFP ROOM EXHAUST FAN F 9202A BFP ROOM EXHAUST FAN F 9203A AHU 9201A BFP ROOM EXHAUST FANF9204A MAU 9001A FAN F 9207A VALVES FV-9111A AND FV-9112A EF10 CFR9302A PANELC AHU 9003A AHU 9004A WH 9201A 100A MCCB SPARE SIZE 1 PENTHOUSE EXHAUST FAN F9212A 100A BFP RM SCRUBBER 100A BFP DISC UNOAD BAY DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm NONE 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 E3 J.GAVIN D.SCHMIDT L.INGRAM AUGUST 30, 2017 ELECTRICAL ONE-LINES L.INGRAM. JG LI LI GENERAL NOTES: 1. LOCAL DISCONNECT IS PROVIDED WITH FAN UNIT SEE DRAWING M8 2. SEE CHARTER MACHINE COMPANY DRAWING 770-K-0101 FOR TERMINATIONS. 3. PROVIDE AND INSTALL A MELTRIC PLUG WITH AN AUXILIARY CONTACT PAIR (DSN30 63-34043-972), INLET (DSN30 63-38043-972) AND ACCESSORY HARDWARE (HANDLE DSN30 61-3A013, BOX DSN30 61-3A053-080-1, CAP DSN30 61-3A426). AUXILIARY CONTACT SHALL BE CONNECTED TO THE ENABLE BIT OF THE VFD TO SHUT DOWN IF THE PLUG IS PULLED. RE- ROUTE PRESSURE SWITCH WIRING THROUGH THE KNOCKOUT IN THE BOTTOM OF THE BOX. COORDINATE WITH OWNER (SHAUN DALY). 4.POLYMER PUMP VFD’S SHALL BE REPLACED, PROVIDE ALLEN BRADLEY PROWERFLEX VFD. COORDINATE WITH OWNER FOR VFD MODEL AND OPTIONS. 5. PROVIDE TWO #14 AWG CONDUCTORS FROM THE PRESSURE SWITCH ON THE POLYMER PUMP TO THE VFD. 6.PROVIDE 20 AMP (EPD) EQUIPMENT PROTECTION DEVICE BREAKER FOR THE HEAT TRACE CIRCUIT. 7.PROVIDE NAMEPLATES ON MCC BUCKETS MATCHING DESCRIPTION ON ELECTRICAL ONE-LINE. NOTE 6 NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 CL BFP UNIT - 3 CL BFP UNIT - 2 CL BFP UNIT - 1 MOTOR CONTROL CENTER MCC-SP CONTROL ROOM ELECTRICAL ROOM NOTE 7 PRESS TERMINAL BOX HYDRAULIC UNIT PRESS TERMINAL BOX PRESS TERMINAL BOX NOTE 3 NOTE 3 NOTE 3 NOTE 3 HYDRAULIC UNIT HYDRAULIC UNIT BFP UNIT 3 CONTROL PANEL (NOTE 1, 6) BFP UNIT 2 CONTROL PANEL (NOTE 1, 6) BFP UNIT 1 CONTROL PANEL (NOTE 1, 6) EXISTING SOUTH SLUDGE PROCESSING STATION (SSPRS) CONTROL PANEL 1" HEAT TRACE CONDUIT NOTE 4 1 1/4" POWER CONDUIT 1" CONTROL CONDUIT SCRUBBER CONTROL PANEL SCRUBBER POLYMER VFD'S (NOTE 8, 10) 1 2 3 4 POLYMER PUMPS (NOTE 8) NOTE 9 PANEL "A"PANEL "B" NOTE 4 NOTE 11 FP9203A FP9202A FP9201A P9321A P9326A P9322A P9323A F9204A F9203A F9202A F9201A NOTE 12 (TYP ALL AROUND) 10' - 0" NOTE 13 DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 3/16" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 E4 J.GAVIN D.SCHMIDT L.INGRAM AUGUST 30, 2017 BELT FILTER PRESS - ELECTRICAL PLAN L.INGRAM JG LI LI NO SCALESCALE: 3/16" = 1'-0" BELT FILTER PRESS - ELECTRICAL PLAN NORTH GENERAL NOTES: 1. COORDINATE BELT FILTER PRESS FIELD CONDUIT ROUTING AND WIRING REQUIREMENTS WITH CHARTER MACHINE COMPANY DRAWINGS. 770-K-1LINE 770-K-0101 770-K-0101-INT 2.SEE DRAWING E3 FOR IOWA CITY WWTP ELECTRICAL ONE-LINES. 3. NEW EXHAUST HOOD ON ROOF MOUNTED ON EXISTING CURB. 4.HEAT TRACE FOR BELT FILTER PRESS ODOR CONTROL DUCT EXTERIOR OF THE BUILDING. HEAT TRACE CIRCUIT SHALL BE SUPPLIED FROM A EQUIPMENT PROTECTION DEVICE (EPD) BREAKER INTERIOR TO ELECTRICAL PANEL “A” IN THE ELECTRICAL ROOM. 5. UTILIZE PVC CONDUIT, STAINLESS STEEL HARDWARE, STRUCTURAL STRUT AND SUPPORTS INTERIOR TO THE SLUDGE PROCESSING BUILDING. 6. BFP CONTROL PANELS SHALL BE TAGGED IN THE NEW ORDER SHOWN (3,2,1 FROM WEST TO EAST) TO MIRROR THE BFP UNIT LOCATIONS. 7. COORDINATE WITH DRAWING D2 AND INTERCEPT EXISTING CONDUITS ROUTED TO BELT FEEDER PRESS CONTROL PANELS LOCATED IN THE CONTROL ROOM. 8. REPLACE POLYMER PUMPS AND VFD DRIVES. SEE SPECIFICATIONS AND DRAWING E3. 9. REPLACE CONDUIT AND WIRING FROM POLYMER VFD’S TO THE PUMPS. 10.OWNER DESIRES TO RE-ARRANGE POLYMER VFD AREA IN THE ELECTRICAL ROOM. CONTRACTOR SHALL INSTALL THE OWNER PROVIDED GUTTERS ABOVE AND BELOW THE NEW POLYMER PUMP VFD'S. COORDINATE LAYOUT OF THE GUTTER'S AND VFD'S WITH THE OWNER. 11.MELTRIC PLUG, SEE DRAWING E3 NOTE 3. 12.PER EASTERN IOWA ELECTRIC (REC), A MINIMUM OF 10'-0" CLEARANCE REQUIRED AROUND EXISTING TRANSFORMER EQUIPMENT. 13.HEAT TRACE FOR SCRUBBER DRAIN LINE, HEAT TRACE LINE TO 48" BELOW FINISH GRADE. COORDINATE WITH DRAWING C1. HEAT TRACE CIRCUIT SHALL BE SUPPLIED FROM AN EQUIPMENT PROTECTION DEVICE (EPD) BREAKER INTERIOR TO THE ELECTRICAL PANEL "A" IN THE ELECTRICAL ROOM. NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 BELTFILTERPRESSFEEDPUMPP8810A4A 2C 3C 4C 150A MCCB 3P ASDASDASD BELTFILTERPRESSFEEDPUMPP8820ABELTFILTERPRESSFEEDPUMPP8830A15 15 15 MCC-DG1-1 ONE-LINE DIAGRAM 60A3P 60A3P60A3PFFF CLASS 1, DIVISION 2 AREA BELT FILTER PRESS FEED PUMP (TYP FOR 3)342SLUDGE HOLDING TANK 8801A SLUDGE DIGESTER NO.2 8701A SLUDGE DIGESTER NO.1 8601A(TYPFOR3)P8810AP8820AP8830ASLUDGE DIGESTER NO.2 8701A ELECTRICAL ROOM SLUDGE HOLDING TANK 8801A MCC DG1-1 MCC DG1 MCC DG2 1 DSGN CHKD APVD DESIGNED DRAWN CHECKED APPROVED APPROVED DATE SCALE: NO.REV. A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 STANLEY CONSULTANTSCCADDD3-R4225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com AT FULL SIZE 0 0 1 2 3 IN 1 2 3 4 5 6 7 8 cm 1/4" = 1'-0" 0 CITY OF IOWA CITY WASTEWATER BELT FILTER PRESS REPLACEMENT PROJECT IOWA CITY, IOWA 2671001 E5 J. GAVIN D. SCHMIDT L. INGRAM AUGUST 30, 2017 DIGESTER BUILDING ELECTRICAL PLANS L. INGRAM JG LI LI NORTH NO SCALESCALE: 1/4" = 1'-0" DIGESTER BUILIDNG 8600 BASEMENT PLAN NO SCALESCALE: 1/4" = 1'-0" DIGESTER BUILDING 8600 GROUND FLOOR ELECTRICAL ROOM NORTH MCC-DG1 MCC-DG1-1 1 5 4 2 GENERAL NOTES: 1.THE DIGESTER BASEMENT IS A CLASS 1, DIVISION 2 HAZARADOUS LOCATION, PROVIDE REQUIRED ELECTRICAL CONDUITS, ENCLOSURES AND WIRING METHODS. 2.PROVIDE STAINLESS STEEL MOUNTING HARDWARE AND CONDUIT SUPPORTS. KEYNOTES: (TYPICAL FOR 3) 1.THE EXISTING BELT FILTER PRESS FEED PUMP VFD'S ARE IN MCC-DG1-1. 2.THE MOTOR DISCONNECT AND FIELD WIRING FROM THE VFD'S TO THE MOTORS HAVE BEEN REPLACED BY THE OWNER.A LISTED C1D2 HAZARD LOCATION CABLE AND CONNECTORS HAVE BEEN INSTALLED FROM THE DISCONNECT TO THE MOTOR WITH SUFFICIENT LENGTH TO ACCOMMODATE REPLACEMENT OF THE MOTOR. 3. CONTRACTOR SHALL DISCONNECT AND REUSE THE CONNECTORS AND WIRING FROM THE BELT FILTER PRESS FEED PUMP MOTORS TO THE DISCONNECT. 4. CONTRACTOR SHALL PROVIDE AND INSTALL NEW MOTOR AND RE- CONNECT THE FITTING AND WIRING THAT WAS DISCONNECTED DURING DEMOLITION. 5.PRIOR TO ENERGIZING NEW BELT FILTER PRESS SLUDGE FEED PUMPS, COORDINATE WITH OWNER AND CONFIRM THE EXISTING VFD'S INSTALLED IN MCC DG1-1 HAVE BEEN RE-PROGRAMMED TO THE NEW MOTOR DATA. 6. COORDINATE WITH OWNER TO CONFIRM MOTOR ROTATION. * NO.DESCRIPTION 0 ISSUED FOR CONSTRUCTION DATE 08/30/2017 G.E.C. TOLERANCES UNLESSOTHERWISE SPECIFIEDFRACTIONAL DIM ±1/64DECIMAL DIM ±.005ANGLE± 1/2SURFACE FINISH 125 G.E.C. TOLERANCES UNLESSOTHERWISE SPECIFIEDFRACTIONAL DIM ±1/64DECIMAL DIM ±.005ANGLE± 1/2SURFACE FINISH 125 G.E.C. TOLERANCES UNLESSOTHERWISE SPECIFIEDFRACTIONAL DIM ±1/64DECIMAL DIM ±.005ANGLE± 1/2SURFACE FINISH 125