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Home My WebLink About2011 UV Disinfection Facilities Contract 817CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 DRAWING NUMBER PLAN NOTE, SEE LIST ON SAME DRAWING DRAWING NUMBER DESIGNATION PLAN NOTE DESIGNATION REMOVAL NOTE DESIGNATION REMOVAL NOTE, SEE LIST ON SAME DRAWING CONSTRUCTION CASTING INSULATION RIGID SAND OR FILL CONCRETE BLOCK FACE BRICK PRECAST CONCRETE PLANK EARTH OR BACKFILL INSULATING LIGHTWEIGHT CONCRETE FINISHED WOOD PLATE SYMBOLSABBREVIATIONS L-12 CAST-IN-PLACE CONCRETE CUT STONE (LARGE SCALE DETAILS) 2 6 FIRE EXTINGUISHER 10B1 CASTING SCHEDULE FREE DRAINING FILL SEE LINTEL SCHEDULE STEEL OR AL SECTION 10C1 DENOTES COLUMN NUMBER 1 1 CENTERLINE P B/ BLK BLOCK CONTRACTION JOINTCONTR JT AL ALUMINUM ALT ALTERNATE BOT BOTTOM CJT CONTROL JOINT CONT CONTINUOUS CONC CONCRETE DBL DOUBLE DIA DIAMETER EA EACH EXT EXTERIOR EWC ELECTRIC WATER COOLER EXP EXPANSION EL ELEVATION EXP JT EXPANSION JOINT FE FIRE EXTINGUISHER FTG FOOTING FD FLOOR DRAIN GA GAUGE GALV GALVANIZED INSUL INSULATION INT INTERIOR LP LOW POINT LLV LONG LEG VERTICAL LLH LONG LEG HORIZONTAL MH MANHOLE MIN MINIMUM OC ON CENTER PJF PREFORMED JOINT FILLER REINF REINFORCING RAD RADIUS REQD REQUIRED RISER RD ROOF DRAIN SS STAINLESS STEEL STC SOUND TRANSMISSION CLASS STL STEEL SQ SQUARE T/ TOP OF T&B TOP AND BOTTOM TYP TYPICAL VERT VERTICAL WD WOOD WS W/ WITH ADDL ADDITIONAL T TREAD DRAWING MFR MANUFACTURER HP HIGH POINT EW EACH WAY EF EACH FACE SPA OPNG OPENING HORIZ HORIZONTAL EQUIP EQUIPMENT ROUGH CARPENTRY (NOMINAL SIZE INDICATED) LOUVER OR MISC. OPENING DENOTES LINTEL OVER DOOR, WINDOW, 10 101 DWG UNO UNLESS NOTED OTHERWISE NUMBER, SEE CONSTRUCTION SEE BEAM SCHEDULE SEE COLUMN SCHEDULE 08-560 08-510 08-310 08-315 DENOTES CONCRETE BEAM, DENOTES CONCRETE COLUMN, DENOTES LINTEL NUMBER, DOOR NUMBER, SEE DOOR SCHEDULE INSULATION NON-RIGID WATERSTOP SPACE OR SPACING C COL COLUMN DISCIPLINE IDENTIFIER (S) STRUCTURAL AND ARCHITECTURAL LEGEND SITE IDENTIFIER NOTE: THE INFORMATION SHOWN ON THIS LEGEND 1. THIS IS A STANDARD LEGEND. NOT ALL IS USED ON THIS PROJECT. NOTE: THE INFORMATION SHOWN ON THIS LEGEND 1. THIS IS A STANDARD LEGEND. NOT ALL IS USED ON THIS PROJECT. FE SITE IDENTIFIER SITE IDENTIFIER SITE IDENTIFIER SITE IDENTIFIER R BLDG BUILDING BOTTOM OF CLR CLEAR CMU CONCRETE MASONRY UNIT DN DOWN HVAC AND AIR CONDITIONING HEATING VENTILATING MO MASONRY OPENING NO. OR # NUMBER NTS NOT TO SCALE RCP REINFORCED CONCRETE PIPE SIM SIMILAR T/S TOP OF STEEL WWR WELDED WIRE REINFORCEMENT RAILING ROCK DENOTES CONCRETE BEAM NUMBER FIBERGLASS INSULATION BAR GRATING ACOUSTICAL CONCRETE BLOCK PLANK GRATING CHECKERED PLATE L L 10-CC-1 10-S-2 STANDARD DETAIL DESIGNATION DISCIPLINE GENERAL ARCHITECTURAL STRUCTURAL PLUMBING HVAC ELECTRICAL G C A S P H E DISCIPLINE IDENTIFIER DISCIPLINE STANDARD DETAIL NUMBERS DESIGNATION ON DRAWING WHERE DETAIL IS SHOWN: ON DRAWING WHERE DETAIL IS TAKEN: DRAWING NUMBER(S) WHERE TAKEN STANDARD DETAIL DESIGNATION CIVIL RREMOVALS DRAWING NUMBER(S) WHERE SHOWN SEE 08-123 NONE NONE PROCESS-MECHANICAL INSTRUMENTATION & CONTROL 09-400 TO 09-499 09-500 TO 09-999 SECTION DESIGNATION SECTION DESIGNATIONS USE LETTERS DESIGNATION DRAWING NUMBER(S) WHERE TAKEN DRAWING NUMBER(S) WHERE SHOWN SECTION IS TAKEN: ON DRAWING WHERE SECTION IS SHOWN: ON DRAWING WHERE SECTION DETAIL DESIGNATION DETAIL DESIGNATIONS USE NUMBERS ON DRAWING WHERE DETAIL IS TAKEN: ON DRAWING WHERE DETAIL IS SHOWN: DRAWING NUMBER (REPLACED WITH A LINE IF TAKEN AND SHOWN ON SAME SHEET) DRAWING NUMBER (REPLACED WITH A LINE IF TAKEN AND SHOWN ON SAME SHEET) DETAIL DISCIPLINE IDENTIFIER 02-000 TO 02-999 07-000 TO 07-999 08-000 TO 08-999 06-000 TO 06-499 06-500 TO 06-999 09-000 TO 09-399 & M N STANDARD DETAILS ARE LOCATED ON DRAWINGS THAT HAVE BEEN ASSIGNED A SITE IDENTIFIER EXAMPLE: 99-S-1. THESE DRAWINGS ARE PLACED OF 99 FOLLOWED BY A DISCIPLINE IDENTIFIER. LAST IN THE DRAWING SET. NOTE: A 1 10-S-2 10-000 TO 10-999 10-S-2 08-123 GENERAL LEGEND SECTION A DETAIL 1 10-S-1 10-S-1 C.I.CAST IRON FIBERGLASS REINFORCED PLASTICFRP FLOORFLR INFO INFORMATION PRV PRESSURE RELIEF VALVE 01-g-03.dwg 01-G-03 03 G E N E R A L, A R C H ITE C T U R A L A N D S TR U C TUR A L L EG E N D 04 MD 1 RE C O R D D R A W I N G DJ H 2-4 - 1 4 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 B/ BOTTOM OF BF BFP CO DIP DWG ECC EL ELL FCA FLG FL GALV HB HWL ID INV LR LWL BLIND FLANGE BACKFLOW PREVENTER CENTERLINE CLEAN OUT DEGREE DUCTILE IRON PIPE DRAWING ECCENTRIC ELEVATION ELBOW FLANGE FLOOR GALVANIZED HIGH WATER LEVEL INSIDE DIAMETER FLANGED COUPLING ADAPTER INVERT LONG RADIUS LOW WATER LEVEL MAXIMUM MANUFACTURER MINIMUM MECHANICAL JOINT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER MAX MFR MIN MJ NO NTS OC OD P&ID POLYVINYL CHLORIDE REDUCER SHORT RADIUS STAINLESS STEEL STEEL TOP OF TYPICAL PCP PVC RCP RED SR SST STL T/ TYP PROCESS AND INSTRUMENTATION DIAGRAM PRESTRESSED CONCRETE PIPE REINFORCED CONCRETE PIPE W/ WL WITH WATER LEVEL INSTRUMENT IDENTIFICATION PIPE IDENTIFICATION EXAMPLE: 12" RAS FLOW STREAM INDENTIFIER NOMINAL PIPE DIAMETER DIRECTION OF FLOW (IF SHOWN) LINE LEGEND VALVE SYMBOLS GATE KNIFE GATE ECCENTRIC PLUG LUBRICATED PLUG BUTTERFLY BALL VEE-BALL GLOBE PINCH NEEDLE V V SWING CHECK BALL CHECK SPLIT DISC CHECK PRESSURE CONTROL SS SEAT PORT REGULATED SIDE REGULATED SIDE AIR RELEASE AND VACUUM RELIEF HOSE BIBB HP HIGH POINT LP LOW POINT W/O WITHOUT EXISTING PROCESS-MECHANICAL ITEM RELOCATED OR TO BE RELOCATED NEW PROCESS-MECHANICAL ITEM OR FUTURE ITEM OR ITEM TO BE PROVIDED UNDER OTHER CONTRACT EXISTING ITEM TO BE REMOVED NEW PROCESS-MECHANICAL ITEM HIDDEN FROM VIEW NON-PROCESS-MECHANICAL ITEM DOUBLE LINE SINGLE LINE TYPE K K DIAPHRAGM SOLENOID MUD (SHOWN IN TANKS & OPEN CHANNELS) FLOW STREAM IDENTIFIERS WASTEWATER PROJECTS CONT CONTINUATION CPVC CHLORINATED POLYVINYL CHLORIDE DIAMETER DIA EXPANSION EXP STANDARD STD YR YEAR THE FOLLOWING IS A UNIQUE LISTING OF FLOW STREAM IDENTIFIERS USED ON THIS PROJECT: EXISTING PROCESS-MECHANICAL ITEM TO REMAIN ONLY FLANGED END CONNECTIONS FOR VALVES ARE SHOWN HERE. VALVES WITH OTHER END CONNECTIONS ARE SHOWN SIMILARLY ON THE "M" DRAWINGS. NOTES 1. 2. THIS IS A STANDARD LEGEND. NOT ALL THE INFORMATION SHOWN ON THIS LEGEND IS USED ON THIS PROJECT. AVG AVERAGE SAME AS SHOWN ON P & ID LEGEND. EXCEPTION: COMPONENT DESIGNATORS NOT USED ON "M" DRAWINGS. SAME AS SHOWN ON P & ID LEGEND. EXCEPTION: COMPONENT DESIGNATORS NOT USED ON M DRAWINGS. SAME AS SHOWN ON P & ID LEGEND. EXCEPTION: COMPONENT DESIGNATORS NOT USED ON "M" DRAWINGS. EQUIPMENT AND SELF ACTUATED VALVE IDENTIFICATION POWER OPERATED VALVE IDENTIFICATION THE FOLLOWING IS A STANDARD LISTING OF FLOW STREAM IDENTIFIERS. NOT ALL FLOW STREAM IDENTIFIERS ARE USED ON THIS PROJECT: EXIST EXISTING ABBREVIATIONS CL DECHLORINATED FINAL EFFLUENT CHLORINATED FINAL EFFLUENT FILTER BACKWASH WASTE WATER NATURAL GAS G LUBE OIL DIRTY HYDRAULIC FLUID LUBE OIL CLEAN LIME DRY HEATING WATER SUPPLY HEATING WATER RETURN HYDROGEN PEROXIDE GRAVITY THICKENED SLUDGE GREASE GRIT SLURRY LOD LOC LD HWS HWR HP HF GTS GS GRS GR GRIT DEWATERED SLUDGE FINISHED WATER DIGESTED SLUDGE FILTER INFLUENT FINAL CLARIFIER INFLUENT FINAL CLARIFIER EFFLUENT FILTER EFFLUENT FINAL CLARIFIER SCUM FERRIC CHLORIDE FLY ASH FILTRATE DIGESTER GAS DECANT FW FI FE FCS FCI FCE FC DWS DFE FB FA F DS DG DCT BASIN DRAIN BD COOLING WATER SUPPLY COOLING WATER RETURN COOLING WATER CHLORINE SOLUTION CARBON SLURRY CENTRATE LIQUID CHLORINE CHEMICAL SLUDGE CHLORINE GAS-VACUUM CHLORINE GAS-PRESSURE BYPASS BACKWASH SUPPLY BELT PRESS WASH WATER CL D CWS CWR CW CS CRS CNT DRAIN CHS CGV CG CFE BYP BWS BPW AMMONIA GAS-PRESSURE ALUM SOLUTION AMMONIA GAS-VACUUM AMMONIA SOLUTION LIQUID AMMONIA AIR, LOW PRESSURE AIR, INSTRUMENT AIR, HIGH PRESSURE ACID SOLUTION AMV AMS AMG AM ALS ALP AL ALUM AI AHP ACS WATER (PROCESS EFFLUENT AFTER A BACKFLOW PREVENTER) WATER (POTABLE WATER OTHER UTILITY REQUIREMENTS USED FOR FLUSHING WATER OR THICKENED PRIMARY SLUDGE WASTE NITRIFIED SLUDGE WASTE ACTIVATED SLUDGE THICKENER UNDERFLOW TRICKLING FILTER RECYCLE TRICKLING FILTER INFLUENT TRICKLING FILTER EFFLUENT THICKENED DIGESTED SLUDGE THICKENED BOTTOM SLUDGE THICKENED ACTIVATED SLUDGE SODIUM HYPOCHLORITE SOLUTION W3 WNS WAS W2 W1 VAC V UD WATER (POTABLE) UNDERDRAIN VACUUM VENT TUF TPS TOF TFR TFI TFE TDS TBS TAS SWR SW2 SPN SBN SSM SI SHC THICKENER OVERFLOW SOFTENED W2 WATER STORMWATER SUPERNATANT SECONDARY SCUM SECONDARY INFLUENT SUBNATANT SULFUR DIOXIDE GAS-PRESSURE SEDIMENTATION BASIN EFFLUENT SULFUR DIOXIDE GAS-VACUUM SULFUR DIOXIDE SOLUTION SULFUR DIOXIDE-LIQUID RECIRCULATED SLUDGE RETURN NITRIFIED SLUDGE RECARBONATION SLUDGE RETURN ACTIVATED SLUDGE PURIFIED DIGESTER GAS RCS SBE SCN SH SE SDV SDS SDL SDG SC SB SAS SA RWW RSD RNS RCY SCREENINGS SLUDGE HOT SECONDARY EFFLUENT SLUDGE COLD SODIUM BISULFITE SODA ASH SOLUTION RAW WASTEWATER SAMPLE RECYCLE RAS PSM PSD PO PLE PL PI PD PE PDG PRIMARY SCUM PRIMARY SLUDGE POLYMER SOLUTION PLANT EFFLUENT PICKLE LIQUOR PRIMARY INFLUENT PROCESS DRAIN PRIMARY EFFLUENT OVERFLOW ODOROUS AIR NITRIFIED MIXED LIQUOR NATURAL GAS SODIUM HYDROXIDE MIXED LIQUOR OF OA NML NG NA ML LIME SLUDGE LIME SLURRY LIQUID POLYMER LSD LS LPO SLUICE GATE SLIDE GATE WEIR GATE FLAP GATE GATE SYMBOLS HDPE HIGH DENSITY POLYETHYLENE TILTED DISC CHECK DUCKBILL FLAP 01-G-05 01G05 05 P R O C E S S M E C H A NIC A L L E G E N D RWW EJ B PCM ITEM FLEXIBLE HOSE - RUBBER FLEXIBLE HOSE - METAL BRAIDED TYPE W/THRUST RESTRAINT RUBBER EXPANSION JOINT, ELASTOMERIC SINGLE LINE PIPING MAY NOT SHOW JOINT TYPE3. 2. SHOWN ON THIS LEGEND IS USED ON THIS PROJECT. THIS IS A STANDARD LEGEND. NOT ALL INFORMATION1. NOTES SHA SHOWN SIMILARLY ON THE "M" DRAWINGS. Y FLANGED END CONNECTIONS ARE SHOWN HERE FOR LL BE AS SPECIFIED FOR THE PIPING MATERIAL. THE "M" DRAWINGS. IN SUCH CASES, JOINT TYPE ON ARE FITTINGS. FITTINGS WITH OTHER END CONNECTIONS ONL COUPLING W/THRUST RESTRAINT TEE BRANCH DOWN SINGLE LINEDOUBLE LINE ELBOW DOWN, 90 DEG W/THRUST RESTRAINT FLANGED COUPLING ADAPTER (NONE) (NONE) UNION ITEMSINGLE LINEDOUBLE LINE SCREWED JOINT CROSS UP & DOWN TEE BRANCH UP OR ECCENTRIC REDUCER CONCENTRIC REDUCER LATERAL UP LATERAL DOWN LATERAL CROSS TEE ELBOW UP, 45 DEG ELBOW DOWN, 45 DEG ELBOW, 45 DEG ELBOW UP, 90 DEG ELBOW, 90 DEG SOCKET WELD JOINT GROOVED JOINT W/ADAPTER FLANGE GROOVED JOINT FLANGED JOINT WELDED JOINT MECHANICAL JOINT PUSH ON JOINT (NONE)CONCRETE PIPE PIPE AND FITTINGS SYMBOLS CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 01-G-06 01G06.DWG 06 P R O C E S S M E C H A NIC A L S Y M B O L S RWW EJ B PCM CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 BELOW GRADE TEMPERATURE CONTROL SYMBOLS PIPE SPECIALTIES (PLUMBING) SPD SUMP PUMP DISCHARGE TRANSFER GRILLE TCP TEMPERATURE CONTROL PANEL TSP TOTAL STATIC PRESSURE TOD TOP OF DUCT TD TRANSFER DUCT SR SUPPLY REGISTER SS SAMPLE SINK WSFU WATER SUPPLY FIXTURE UNITS VTR VENT THROUGH ROOF U URINAL TG H-O-A FAN-OFF-HEATF-O-H CONDENSATE DRAIN EXPANSION TANK LINE HOT WATER HEATING RETURN CD E HR SMOKE DETECTOR HUMIDISTAT HAND-OFF-AUTO S H THERMOSTAT/TEMPERATURE SENSORT PANEL TEMPERATURE CONTROL TCP (ACID) SANITARY VENTAV HVU HEATING & VENTILATING UNIT LD LINEAR DIFFUSER IH INTAKE HOOD H&C HOT AND COLD WATER HWA HIGH WATER ALARM HWL HIGH WATER LEVEL OAL OUTDOOR AIR LOUVER MAU MAKE-UP AIR UNIT RETURN GRILLE SG SUPPLY GRILLE SD SMOKE DAMPER SP SUMP PUMP RH RELIEF HOOD RTU ROOF TOP UNIT RA RETURN AIR RG P PUMP MB MOP BASIN ABOVE GRADE VENT (ACID RESISTANT) (ACID RESISTANT) COMPRESSED AIR SUMP PUMP DISCHARGE HOT WATER HEATING SUPPLY BELOW GRADE VENT HS A NG VAC NATURAL GAS VACUUM SPD AR AR FLOOR CLEANOUT SANITARY VENT CO FLOOR DRAIN ROOF DRAIN RD FD FIRE HYDRANT PLUG ABOVE GRADE VENT SANITARY SEWER BELOW GRADE VENT (ACID RESISTANT) (ACID RESISTANT) BELOW GRADE SANITARY SEWER ABOVE GRADE SANITARY SEWER AR AR DRAIN PIPE BELOW GRADE RD ABOVE GRADE STORM WATER PIPE CAP BLIND FLANGE ECCENTRIC REDUCER CONCENTRIC REDUCER FLOW DIRECTION PITCH ARROW-DOWN UNION CONNECTION BOTTOM AND SYMBOLS ARE USED IN THESE CONTRACT A STANDARD LIST. NOT ALL ABBREVIATIONS 1. THIS LIST OF ABBREVIATIONS SHOWN IS DRAWINGS. PRS PRESSURE REDUCING STATION (ASSEMBLY) RELIEF VALVE (PRESSURE OR VACUUM) STRAINER GLOBE VALVE MODULATING 2-WAY VALVE NOTE: FLEXIBLE DUCT CHANGE OF ELEVATION RISE (R), DROP (D) R BALL VALVE S MODULATING 3-WAY VALVE SOLENOID VALVE PLUG VALVE BALANCE VALVE CALIBRATED CHECK VALVE BUTTERFLY VALVE GATE VALVE SIZE, AND CAPACITY INDICATED ROUND CEILING DIFFUSER OF TYPE,12"~ CD- CEILING GRILLE OF TYPE, SIZE, AND CAPACITY INDICATED RECTANGULAR CEILING DIFFUSER OF TYPE, SIZE, AND CAPACITY INDICATED 12"X 12"CD- 12"X 12"RG- PRESSURE REGULATING VALVE GAUGE COCK GAS COCK WALL HYDRANT (NON-FREEZE) HOSE BIBB HB WH WATER MAIN VALVE DOOR GRILLE OF TYPE, SIZE, AND CAPACITY INDICATED SIZE, AND CAPACITY INDICATED SIDEWALL REGISTER OF TYPE,12"X 12"RR- 24"X 6"DG- TURNING VANES SPLITTER DAMPER AIR EXTRACTOR MEDIUM PRESSURE STEAM CONDENSATE PUMP DISCHARGE MEDIUM PRESSURE RETURN PIPE SPECIALTIES (GENERAL) BOILER BLOW DOWNBBDABOVE GRADE BOD BOTTOM OF DUCT BDD BACK DRAFT DAMPER AFF ABOVE FINISHED FLOOR AC AIR COMPRESSOR CD CONTROL DAMPER DFU DRAINAGE FIXTURE UNITS DV DRAIN VALVE DG DOOR GRILLE CUH CABINET HEATER CF CEILING FAN CP CIRCULATING PUMP (DOMESTIC HOT WATER) ESP EXTERNAL STATIC PRESSURE ER EXHAUST REGISTER EG EXHAUST GRILLE EH EXHAUST HOOD EWC ELECTRIC WATER COOLER EAL EXHAUST AIR LOUVER FCU FAN COIL UNIT ABOVE GRADE HOT SOFT WATER (W1) PLANT EFFLUENT WATER (W3) PLANT EFFLUENT WATER (W3) SERVICE WATER-COLD (W2) SERVICE WATER-COLD (W2) ABOVE GRADE RD STORM WATER ABOVE GRADE W3 W3 BELOW GRADE W2 BELOW GRADE W2 HSW ABOVE GRADE TEE ELBOW DOWN CONNECTION TOP ELBOW UP ELBOW COLD WATER (W1) HOT WATER (W1) COLD WATER (W1) DEIONIZED WATER HOT WATER RETURN (W1) COLD SOFT WATER (W1) ABOVE GRADE CSW ABOVE GRADE DI ABOVE GRADE BELOW GRADE LOW PRESSURE RETURNLPR MPR LOW PRESSURE STEAM HIGH PRESSURE RETURNHPR LPS HIGH PRESSURE STEAM MPS HPS CP ABBREVIATIONS PIPE SYMBOLS PIPE SYMBOLS (CONT.) POSITIVE PRESSURE AIR DUCT RISE GUIDE VALVE SYMBOLS PRESSURE GAUGE THERMOMETER AIR VENT FS PRESSURE SWITCH HOT WATER CIRCULATION PUMP FLOW SWITCH FIRE DAMPER (VERT. POSITION) DUCTWORK/EQUIPMENT FUTURE 1 1/2 HOUR (F1), 3 HOUR (F3) EXTERNAL INSULATION F1 MANUAL VOLUME DAMPER SMOKE DAMPER 1 1/2 HOUR (F1), 3 HOUR (F3) FIRE DAMPER (HORI. POSITION) F1 FLEXIBLE CONNECTOR EXPANSION COMPENSATOR FLOAT & THERMOSTATIC TRAP BUCKET TRAP F THERMOSTATIC TRAP FLOW MEASURING DEVICE ANCHOR NEGATIVE PRESSURE AIR DUCT DROP FLEXIBLE CONNECTION MOTOR OPERATED DAMPER VD MOD NEGATIVE PRESSURE AIR DUCT RISE POSITIVE PRESSURE AIR DUCT DROP PIPE SPECIALTIES (HVAC)DUCTWORK SYMBOLS AFTER COOLER SUPPLY AFTER COOLER RETURN HEAT RECOVERY RETURN T ACR HRR ACS HEAT RECOVERY SUPPLYHRS JACKET WATER RETURNJWR JACKET WATER SUPPLYJWS THERMAL SHUTOFF FLAME ARRESTOR AUTOMATIC DRIP TRAP CFH CUBIC FEET PER HOUR NG NATURAL GAS PLANT EFFLUENT WATER (W3) (HOT) PLANT EFFLUENT WATER (W3) (HOT) ABOVE GRADE W3 (HOT) W3 (HOT) BELOW GRADE 01-G-07.dwg 01-G-07 P LU M B IN G A N D H V A C A B B R E VIA T IO N S A N D S YM B O LS BEH RLS GEB HOSE VALVE HV MVD MANUAL VOLUME DAMPER BOG BOTTOM OF GRILLE BOL BOTTOM OF LOUVER COD CENTER OF DUCT SA SUPPLY AIR OA OUTDOOR AIR MA MIXED AIR EA EXHAUST AIR C CONDENSATE 07 PLAN SYMBOLS NATIONAL ELECTRICAL CODE (ANSI/NFPA-70) KILOVOLT AMPERE REACTIVEKVAR GROUND FAULT PROTECTIONGFP 40 60 30 T TRANSFORMER SOME ABBREVIATIONS THAT MAY BE USED: CONDUIT TURNING DOWN OR AWAY FROM OBSERVER UNDERGROUND ELECTRICAL DUCT PANELBOARDS 10LP1-4 10MCC-1 MOTOR CONTROL CENTER AUTO-MANUAL COMPUTER-AUTO-MANUAL COMPUTER-MANUAL DOOR SWITCH ELAPSED TIME METER FORWARD-REVERSE HIGH-LOW-OFF SWITCH HAND-OFF-AUTO HAND-OFF-REMOTE LOCK-OUT-STOP LOCAL-REMOTE MANUAL-REMOTE OPEN-CLOSED OPEN-CLOSED-AUTO OPEN-CLOSED-STOP ON-OFF MAINTAINED CONTACT ON-OFF-AUTO PUSHBUTTON SLOWER-FASTER START-STOP MOMENTARY CONTACT ULTRA SONIC GENERATOR LIMIT SWITCH CONTROL STATIONHOA V A VS AS 75 T 52 1 43 4 1 3 3 300 5 3 5 300 (OR)15 M CL500 600 ONE-LINE SYMBOLS DRAWINGS. AND SYMBOLS ARE USED IN THESE CONTRACT A STANDARD LIST. NOT ALL ABBREVIATIONS 1. THIS LIST OF ABBREVIATIONS SHOWN IS NOTE: CIRCUIT NO. PANEL NO. PANEL AS INDICATED LIGHTING OR POWER BUILDING NO. MCC NO. BUILDING NO. ZS USG SS SF PB OOA OO OCS OCA OC MA LR LOS HOR HOA HLO FR ETM DS CM CAM AM VOLTMETER AMMETER VOLTMETER SELECTOR SWITCH AMMETER SELECTOR SWITCH THREE PHASE DELTA CONNECTION THREE PHASE WYE CONNECTION GENERATOR (NUMERAL INDICATES HORSEPOWER) MOTOR GROUND MOLDED CASE CIRCUIT BREAKER COMBINATION MAGNETIC STARTER WITH TRANSFORMER (NUMERAL INDICATES NEMA SIZE) (AUXILIARY CONTACTS - (2a TWO N.O.)(1b ONE N.C.) (2SPD - INDICATES TWO SPEED) (RVNR - INDICATES REDUCED VOLTAGE NON-REVERSING) (FVNR - INDICATES FULL VOLTAGE NON-REVERSING) MAGNETIC STARTER AND MOLDED CASE CIRCUIT BREAKER SIZE AS INDICATED POWER FACTOR CORRECTION CAPACITOR DRAWOUT CIRCUIT BREAKER ( - INDICATES QUANTITY) ( - INDICATES TURNS RATIO) POTENTIAL TRANSFORMER ( - INDICATES QUANTITY) ( - INDICATES TURNS RATIO) CURRENT TRANSFORMER (M - INDICATES MOTOR CIRCUIT PROTECTOR) (CL - INDICATES CURRENT LIMITING CIRCUIT BREAKER) (LOWER NUMERAL INDICATES TRIP SETTING) (UPPER NUMERAL INDICATES FRAME SIZE) MOLDED CASE CIRCUIT BREAKER E MH HH J D M F C S4 3S S2 S A A A A A DIRECT BURIAL CABLE HOMERUN CIRCUIT OR CONDUCTORS FLEXIBLE CONDUIT CONNECTION CONDUIT TURNING UP OR TO OBSERVER CONDUIT STUB MANHOLE HANDHOLE JUNCTION BOX DAMPER MOTOR MOTOR (TTC - INDICATES TELEPHONE) (ITC - INDICATES INSTRUMENTATION) TERMINAL CABINET POWER PANEL LIGHTING PANEL (LOWER NUMERAL INDICATES FUSE RATING) (UPPER NUMERAL INDICATES SWITCH RATING) UNLESS OTHERWISE INDICATED FUSED DISCONNECT SWITCH - 3 POLE (NUMERAL INDICATES SWITCH RATING) NON-FUSED DISCONNECT SWITCH SINGLE PHASE MAGNETIC STARTER STARTER AND DISCONNECT SWITCH THREE PHASE COMBINATION MAGNETIC THREE PHASE MAGNETIC STARTER MANUAL STARTER WITH PILOT LIGHT UNLESS NOTED OTHERWISE) (B - INDICATES 96" MOUNTING HEIGHT FOR BELL (W - INDICATES 54" MOUNTING HEIGHT FOR PHONE) 3/4" CONDUIT TO TELEPHONE TERMINAL CABINET TELEPHONE JACK OUTLET, WALL MOUNT WITH AND AMPERE RATING AS INDICATED SPECIAL PURPOSE RECEPTACLE, NEMA TYPE CONNECTION TO EQUIPMENT MOUNTED 6" ABOVE COUNTER DUPLEX GROUNDED RECEPTACLE - 120V DUPLEX GROUNDED RECEPTACLE - 120V 4-WAY SWITCH 3-WAY SWITCH TWO POLE SWITCH SINGLE POLE SWITCH DIRECTIONAL ARROW EXIT LIGHT WITH INDICATING EMERGENCY BATTERY LIGHT (LETTER DENOTES TYPE) POLE MOUNTED FIXTURE (LETTER DENOTES TYPE) INCANDESCENT OR HID FIXTURE - WALL MOUNTED (LETTER DENOTES TYPE) FLUORESCENT FIXTURE - WALL MOUNTED (LETTER DENOTES TYPE) FLUORESCENT FIXTURE - SURFACE OR SUSPENDED (LETTER DENOTES TYPE) FLUORESCENT FIXTURE - RECESSED ABBREVIATIONS TRANSFORMER WEATHERPROOF VOLTS SWITCH SOLENOID VALVE SELECTOR SWITCH SPLICEBOX POLY VINYL CHLORIDE POWER PANEL PANEL PHOTOCELL PUSHBUTTON/PULLBOX OVERLOAD RELAY NORMALLY OPEN NON FUSED NEUTRAL NORMALLY CLOSED NON-AUTOMATIC MOUNTING MOUNTED MOTOR MANHOLE MOTOR CONTROL CENTER METER LIGHTING PANEL LOCAL CONTROL PANEL KILOWATT KILOVOLT AMPERE JUNCTION BOX INSTRUMENTATION & CONTROL HEATING, VENTILATING & AIR CONDITIONING HORSEPOWER HIGH INTENSITY DISCHARGE HANDHOLE GALVANIZED RIGID STEEL GROUND GROUND FAULT CIRCUIT INTERRUPTER ELAPSED TIME METER EXPLOSION PROOF DRAWING DISCONNECT CURRENT TRANSFORMER CONTROL PANEL CIRCUIT CIRCUIT BREAKER CONTACTOR/CONDUIT/COIL BAKED WHITE ENAMEL AMPERE INTERRUPTING CAPACITY ABOVE FINISHED GRADE ABOVE FINISHED FLOOR ALTERNATING CURRENT AMPERE XFMR WP V SW SOL SEL SB PVC PP PNL PC PB OL NO NF NEUT, N NEC NC NA MTG MTD MTR, M MH MCC M LP LCP KW KVA J I&C HVAC HP HID HH GRS GRD GFCI ETM EP DWG DISC CT CP CKT, CCT CB C BWE AIC AFG AFF AC A FVNR 2 2a 1b 1b2a 2 FVNR DATA JACK OUTLET, WALL MOUNT WITH 3/4" CONDUIT TO TELEPHONE TERMINAL CABINET (RVSS - INDICATES REDUCED VOLTAGE SOLID STATE) MPM MONITORING PROTECTION METERING RELAY MOTOR PROTECTION RELAYMP NIGHT LIGHTNL NEMA-6-20R OR NEMA-6-30R. SINGLE GROUNDED RECEPTACLE - 208V RECEPTACLE FURNISHED UNDER DIVISION DUPLEX GROUNDED NEMA 5-2 OR 12 INSTALLED AND WIRED UNDER DIVISION 16. DIVISION 16. 12 INSTALLED AND WIRED UNDER RECEPTACLE FURNISHED UNDER DIVISION DUPLEX GROUNDED NEMA 5-2 OR DIVISION 16. DIVISION 12. INSTALL AND WIRE UNDER OR RECEPTACLE FURNISHED UNDER DOUBLE DUPLEX GROUNDED NEMA 5-2 RADIO OUTLET, WALL MOUNT WITH 1"R CONDUIT TO TELEPHONE TERMINAL AREA (AFD - INDICATES ADJUSTABLE FREQUENCY DRIVE) PUSH BUTTON (VSD - INDICATES VARIABLE SPEED DRIVE) MEDIUM VOLTAGEMV MANUAL MOTOR SWITCHS (SIZE PER DRAWING) MAIN GROUND LOOP CONNECTION CADWELD GROUND GROUND ROD GROUND TEST STATION CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 01-G-08 01-G-08.DWG --- 08 E LE C TR IC A L AB B R E VIA TIO N S A N D S YMB O LS WLP WLP EDM CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 01-G-09 01-G-09.DWG --- 09 E L E C T R IC A L O NE -LIN E D IA G R A M A N D S C H E M A TIC S YM B O LS WLP WLP EDM 1b2a REV2FOR (2a,1b) 2 (2a,1b) 2 (YYAT - TRIP SIZE) (XXAF - FRAME SIZE) WITH THERMAL/MAGNETIC PROTECTION MOLDED CASE CIRCUIT BREAKER (ENCLOSED) XXAF YYAT (YYAT - TRIP SIZE) (XXAF - FRAME SIZE) WITH THERMAL/MAGNETIC PROTECTION LOW VOLTAGE DRAWOUT CIRCUIT BREAKER A M WITH MAGNETIC PROTECTION ONLY MOLDED CASE CIRCUIT BREAKER (OPEN) (52 - ANSI DEVICE NUMBER) (YYAT - TRIP SIZE) (XXAF - FRAME SIZE) PRIMARY DRAWOUT TYPE CIRCUIT BREAKER XXAF YYAT (YYAT - TRIP SIZE) (XXAF - FRAME SIZE) WITH THERMAL/MAGNETIC PROTECTION MOLDED CASE CIRCUIT BREAKER (OPEN) XXAF YYAT (YYAT - TRIP SIZE) (XXAF - FRAME SIZE) MOLDED CASE CIRCUIT BREAKER (OPEN) EQUIP . NAME 20 EQUIP . TAG CIRCUIT HP (3) A A A G KW STANDBY GEN- SET LP1 LIGHTING PAN EL BOARD LP1 A 3 MOTO R N AME EQUIP . TAG CIRCUIT G (3) 1 (2a,1b) HL 2W 2S 1 (2a,1b) F R1 (2a,1b) RVSS (2a,1b) 1 (2a,1b) HL CP 2S L (2a,1b) VFD (FOR/REV - FULL VOLTAGE REVERSING) (NUMERAL - NEMA SIZE) (AUXILIARY CONTACTS - (2a TWO N.O.)(1b ONE N.C.) (2SPD - TWO SPEED) (VSD - VARIABLE SPEED DRIVE) (RVSS - REDUCED VOLTAGE SOLID STATE) (RVNR - REDUCED VOLTAGE NON-REVERSING) (FVNR - FULL VOLTAGE NON-REVERSING) (AFD - ADJUSTABLE FREQUENCY DRIVE) BREAKER IN MOTOR CONTROL CENTER STRUCTURE MAGNETIC STARTER AND MOLDED CASE CIRCUIT ONE-LINE SYMBOLS L1 L2 L3TO BUS C A T1 T2 T3 T11 T12 T13 3 3 T1 T2 T3 PC R G T.C. T.O. OHMS WATTS L H M F R L1 L2 L3TO BUS A L1 L2 L3TO B US OFF ON AUTO OFF HAND H1 H2 H3 H4 X1 X2 TRANSFORMER GND A SCHEMATIC SYMBOLS GROUND ROD YYAT XXAF IN NEMA RATED ENCLOSURE WITH MOLDED CASE CIRCUIT BREAKER COMBINATION MAGNETIC STARTER (YYA - TRIP SIZE) (XXA - FRAME SIZE) (ENCLOSED) DISCONNECT SWITCH AIR BREAK WITH FUSE (AUXILLIARY CONTACTS-(2a TWO N.O.)(1b ONE N.C.) MAGNETIC STARTER WITH NEMA SIZE INDICATED (A - AMP SIZE) DISCONNECT SWITCH (ENCLOSED) UNFUSED (A - FUSE RATING) FUSED CUTOUTS CAPACITOR SIZE AS INDICATED POWER FACTOR CORRECTION TRANSFER SWITCH AUTO/MANUAL WITH AUXILARY CONTACTS VARIABLE FREQUENCY DRIVE AUXILARY CONTACTS STATE STARTER WITH REDUCED VOLTAGE SOLID AUXILARY CONTACTS POLE STARTER WITH 2 SPEED CONSEQUENT CONTACTS STARTER WITH AUXILARY 2 SPEED 2 WINDING AUXILARY CONTACTS REVERSING STARTER WITH TRANSFORMER (A - FUSE RATING) FUSE (3 - QUANTITY) POTENTIAL TRANSFORMER (3 - QUANTITY) CURRENT TRANSFORMER (WM - (W - (VS - (VAR - (VA - (V - (TWM - (ST - (PF - (P - (MO - (K - (HZ - (GD - (D - (CM - (AS - AMMETER STRESS CONE GROUND PHASES GROUNDING TO PROTECT ALL LIGHTNING ARRESTER AND RESISTOR (3 INDICATES HORSEPOWER) MOTOR AND LABEL GENERATOR WYE CONNECTION THREE PHASE DELTA CONNECTION THREE PHASE CONNECTION AND LABEL LIGHTING PANEL AND LABEL (ENCLOSED) GENERATOR AND LABEL HOA (ZS - (USG - (SS - (SF - (PB - (OOA - (OO - (OCS - (OCA - (OC - (MA - (LR - (LOS - (HOR - (HOA - (HLO - (FR - (ETM - (DS - (CM - (CAM - (AM - CONTROL STATION LIMIT SWITCH) ULTRA SONIC GENERATOR) START-STOP MOMENTARY CONTACT) SLOWER-FASTER) PUSHBUTTON) ON-OFF-AUTO) ON-OFF MAINTAINED CONTACT) OPEN-CLOSED-STOP) OPEN-CLOSED-AUTO) OPEN-CLOSED) MANUAL-REMOTE) LOCAL-REMOTE) LOCK-OUT-STOP) HAND-OFF-REMOTE) HAND-OFF-AUTO) HIGH-LOW-OFF SWITCH) FORWARD-REVERSE) ELAPSED TIME METER) DOOR SWITCH) COMPUTER-MANUAL) COMPUTER-AUTO-MANUAL) AUTO-MANUAL) WATTHOUR METER) WATTMETER) VOLTMETER PHASE SWITCH) VARMETER) VOLT-AMMETER) VOLTMETER) TOTALIZING WATT HOUR METER) SHUNT TRIP) POWER FACTOR METER) SYNCHROSCOPE) MOTOR OPERATOR) KEY INTERLOCK) FREQUENCY METER) GROUND DETECTOR) DEMAND METER) CUSTOMER METER) AMMETER PHASE SWITCH) (R - RED) (G - GREEN) PILOT LIGHT MPM TVSS MP METERING RELAY MONITORING PROTECTION SUPPRESSOR TRANSIENT VOLTAGE SURGE MOTOR PROTECTION RELAY CT TRANSFORMER CABINET CURRENT (R - RED) (G - GREEN) PILOT LIGHT SOLENOID RESISTOR (N.C. - NORMALLY CLOSED) CONTACT (N.O. - NORMALLY OPEN) CONTACT GROUND PUSH BUTTON (START) PUSH BUTTON (STOP) LIMIT SWITCH FLOW SWITCH PRESSURE SWITCH FLOAT SWITCH (A - FUSE RATING) FUSE PHOTOCELL (V - (ETM - (A - METER VOLTMETER) ELAPSED TIME METER) AMMETER) TRANSFORMER CONTROL POWER CIRCUIT BREAKER EN L DISCONNECT SWITCH 3 POLE NON FUSED 3 POLE CIRCUIT BREAKER DISCONNECT SWITCH 3 POLE FUSED SINGLE SPEED 3 PHASE MOTOR 2 SPEED 2 WINDING 3 PHASE MOTOR POLE STARTER 2 SPEED CONSEQUENT L H H H STARTER 2 SPEED 2 WINDING FVR STARTER FVNR STARTER HOA SELECTOR SWITCH ON-OFF SELECTOR SWITCH TIMED OPEN TIMED DELAY TIMED CLOSED TIMED DELAY PILOT LIGHT PUSH-T0-TEST CURRENT TRANSFORMER COIL T1 30 kVA 480-120/208V 3PH, 4W X O UNIT NUMBER LOOP NUMBER VALVE ABBREVIATION UNIT PROCESS NUMBER EQUIPMENT OR SELF CONTAINED CRITICAL ALARM OWNER FURNISHED COMPONENT TO BE INSTALLED IN ACCORDANCE WITH SECTION 40 90 15 EXISTING COMPONENT TO BE RELOCATED PROVIDE IN ACCORDANCE WITH SECTION 40 90 15 COMPONENT DESIGNATOR AND DIVISION 44 IN ACCORDANCE WITH DIVISION 40 AND DIVISION 44 PROVIDE COMPONENT WITHOUT A DESIGNATOR EXISTING COMPONENT TO BE RELOCATED PACKAGED SYSTEM IN ACCORDANCE WITH DIVISION 40 PROVIDE AS PART OF A MANUFACTURER’S OR VENDOR’S IN ACCORDANCE WITH DIVISION 40 AND DIVISION 44 OWNER FURNISHED COMPONENT TO BE INSTALLED IN ACCORDANCE WITH SECTION 40 90 15 SIGNALS STRUCTURES AND EQUIPMENT COMPONENT DESIGNATORS VALVE IDENTIFICATION EQUIPMENT AND SELF ACTUATED PROCESS FLOW INITIATING VARIABLE USERS CHOICE (t) USERS CHOICE (t) TIME OR SCHEDULE SPEED OR FREQUENCY WEIGHT OR FORCE POSITION, DIMENSION MULTIVARIABLE (t) UNCLASSIFIED (t) EVENT,STATE,OR PRESSURE USERS CHOICE (t) USERS CHOICE (t) BURNER COMBUSTION PRESSURE OR VACUUM USERS CHOICE (t) USERS CHOICE (t) ADJACENT TO INSTRUMENT SYMBOL. PROCESS OR (t) WHEN USED. EXPLANATION IS SHOWN THE SAME SYMBOLS BUT WITH DASHED HORIZONTAL BARS, I.E. INACCESSIBLE OR BEHIND-THE-PANEL DEVICES OR FUNCTIONS MAY BE DEPICTED BY USING X Y Z V W T U TEMPERATURE VIBRATION K R S P Q M N O L QUANTITY RADIOACTIVITY LEVEL I J G H E F C D HAND (MANUAL) CURRENT POWER VOLTAGE FLOW RATE COMPUTER FUNCTION A B LETTER ANALYSIS (t) DRIVE. ACTUATE OR UNCLASSIFIED FINAL CONTROL ELEMENT RELAY OR COMPUTE (t) UNCLASSIFIED (t) MULTIFUNCTION (t) VALVE TRANSMIT Z AXIS Y AXIS X AXIS ETM - ELAPSED TIME METER SPECIAL CASES: UNCLASSIFIED (t) MULTIFUNCTION (t) WELL UNCLASSIFIED (t) MULTIFUNCTION (t) USERS CHOICE (t) CONTROL STATION USERS CHOICE (t) SWITCH CONTROL OUTPUT FUNCTION SUCCEEDING LETTERS VIBRATION USERS CHOICE (t) TIME RATE OF CHANGE MOMENTARY INTEGRATE SAFETY DIFFERENTIAL SCAN POINT (TEST CONNECTION) RECORD OR PRINT USERS CHOICE (t) LIGHT (PILOT) ORIFICE PRIMARY ELEMENT INDICATE GLASS NONE INSTRUMENT SOCIETY OF AMERICA TABLE FIRST LETTER (S) MODIFIER NONE READOUT OR PASSIVE FUNCTION ALARM X VIB MULTIPLY USERS CHOICE (t) USERS CHOICE (t) MIDDLE LOW HIGH MODIFIER X: Y: W: D: TAG NUMBER EXAMPLE SYMBOLS INSTRUMENT IDENTIFICATION THEN ONE UNIT ONLY IS REQUIRED. NUMBER SHOWN. IF QUANTITY IS NOT SHOWN PROCESS. A MAJOR PORTION OF THE ENTIRE TREATMENT UNIT PROCESS NUMBER. UNIT PROCESS IS MORE THAN ONE COMPONENT WITH THE SAME SECOND UNIT NUMBER. USED WHEN THERE IS SEQUENTIAL BEGINNING WITH THE UNIT ONE UNIT IS REQUIRED. UNIT NUMBERS ARE TOTAL NUMBER OF UNITS WHERE MORE THAN TAG NUMBER FUNCTION ABBREVIATION SUCCEEDING LETTERS, SEE ISA TABLE BELOW FIRST LETTER, SEE ISA TABLE BELOW INSTRUMENTS DISCRETE INSTRUMENT BASED SHARED MICROPROCESSOR OPERATOR ACCESSIBLE TO MOUNTED CONTROL PANEL F IC W-X-Y-Z(2) HOA UNIT NUMBER LOOP NUMBER COMPONENT DESIGNATOR W, X AND Y DESIGNATIONS. TAG NUMBER CHARACTERIZED LEAD-LAG (MAINTAINED CONTACT) CURRENT-TO-PNEUMATIC CURRENT-TO-CURRENT MOMENTARY CONTACT) LOCKOUT STOP (LOCKABLE IN "STOP" POSITION. FORWARD-STOP-REVERSE (MOMENTARY CONTACT) MANUAL-OFF-AUTOMATIC (MAINTAINED CONTACT) LOCAL-OFF-REMOTE (MAINTAINED CONTACT) MANUAL-AUTOMATIC (MAINTAINED CONTACT) LOCAL-REMOTE (MAINTAINED CONTACT) HAND-OFF-AUTOMATIC (MAINTAINED CONTACT) FORWARD-STOP-REVERSE (MAINTAINED CONTACT) ON-OFF (MAINTAINED CONTACT) TO CENTER POSITION) SQUARE ROOT SPEED POT SUMMATION START-STOP-LOCK START-STOP (MOMENTARY CONTACT) (LOCKABLE IN "STOP" POSITION. MOMENTARY CONTACT) START-STOP-AUTOMATIC (MOMENTARY CONTACT) ON-OFF-REMOTE (MAINTAINED CONTACT) ON-OFF-AUTOMATIC (MAINTAINED CONTACT) OPEN-STOP-CLOSE (MOMENTARY CONTACT SPRING RETURN OPEN-CLOSE(D) (MAINTAINED CONTACT) OPEN-AUTOMATIC-CLOSE (MAINTAINED CONTACT) OFF-AUTOMATICOA MOUNTED OPERATOR ACCESSIBLE TO NORMALLY MCC/MOTOR STARTER FIELD MOUNTED SQRT SUM SSL SSA SS R SP RUN OSC OAC OOR OOA OO OC LOS LOR MOA LR O MA OPEN F(X) FSR FOR HOA LL IP II F FAIL O X A PI ALP PI RAS PI ALTERNATE CLOSE(D) COMPUTER-MANUAL DISSOLVED OXYGEN DIFFERENCE OR DIFFERENTIAL TAG NUMBER FUNCTION ABBREVIATIONS ALT DIFF C DO CM ALP RAS PI THERE IS NO INTENT TO SHOW ALL EXISTING LOCAL CONTROL PANEL IDENTIFICATION INDICATE FUTURE OR CONCURRENT WORK WHICH NOT ALL OF THE INFORMATION SHOWN ON THIS LEGEND IS NOT A PART OF THIS CONTRACT. FACILITIES ON THE P&ID’S. 3. SELF CONTAINED VALVE ABBREVIATIONS TEMPERATURE CONTROL VALVE PRESSURE CONTROL VALVE PRESSURE SAFETY (RELIEF) VALVE LEVEL CONTROL VALVE AIR AND VACUUM RELIEF VALVE MECHANICAL EQUIPMENT TCV PSV PCV LCV M TANK PUMP AIR RELEASE VALVEARV AVRV T P GATE EJECTOR EQUIPMENT ABBREVIATIONS G E CROSS-HATCHED PORTIONS OF P&ID’S THIS IS A STANDARD LEGEND. GENERAL NOTES UNIT PROCESS NUMBER PANEL NUMBER COMPONENT DESIGNATOR IS USED IN THESE CONTRACT DRAWINGS. 2. 1. W P VALVE IDENTIFICATION POWER OPERATED B-LCP-W-P SITE IDENTIFIER (BUILDING NUMBER) LOCAL CONTROL PANEL SAME AS INSTRUMENT IDENTIFICATION. LCP B TAG NUMBER NOT IN CONTRACT TO INTERFACE INTER - UNIT PROCESS INTRA-UNIT PROCESS INTRA-UNIT PROCESS Q = INTERFACE LETTER Q = INTERFACE LETTER MMM = DESTINATION SHEET NO. NNN = SOURCE SHEET NO. W = SOURCE UNIT PROCESS NO. A = INTERFACE NO. MMM = DESTINATION SHEET NO. NNN = SOURCE SHEET NO. W = SOURCE UNIT PROCESS NO. A = INTERFACE NO. INTER-UNIT PROCESS PARALLELING LINES. (GUIDED) HYDRAULIC (UNGUIDED) MECHANICAL LINK ELECTROMAGNETIC OR SONIC ELECTROMAGNETIC OR SONIC PNUEMATIC NON-CONNNECTING LINES SIGNALS REPRESENTED) INDICATES THE NUMBER OF (PARENTHETICAL NUMBER CONNECTING LINES MODULATED (4 TO 20 mADC ECT.) NEW OR RELOCATED STRUCTURE DISCRETE (ON/OFF ETC.) FILLED SYSTEM UNDEFINED SIGNAL SOFTWARE OR DATALINK (CAPILLARY TUBING ETC.) CONNECTION TO EQUIPMENT INSTRUMENT SUPPLY OR EXISTING STRUCTURE EXISTING ITEM . L . L EXISTING MAJOR PROCESS FLOW EXISTING MAJOR PROCESS FLOW EXISTING INTERMEDIATE PROCESS FLOW EXISTING MINOR PROCESS FLOW NEW OR RELOCATED ITEM STREAM (OPEN CONDUIT) NEW MAJOR PROCESS FLOW STREAM (OPEN CONDUIT) STREAM (CLOSED CONDUIT) STREAM (CLOSED CONDUIT) STREAM (CLOSED CONDUIT) N = 1, 2, 3 ETC. CONTINUATION SIGNAL LINE N N PROCESS LINE CONTINUATION L = A, B, C ETC. SIGNAL L L NEW INTERMEDIATE PROCESS FLOW NEW MINOR PROCESS FLOW STREAM (CLOSED CONDUIT) STREAM (CLOSED CONDUIT) STREAM (CLOSED CONDUIT) NEW MAJOR PROCESS FLOW FLOW STREAM IDENTIFIERS (4) (3)(8) PROCESS INTERFACE SYMBOLS PACKAGE SYSTEM EXISTING SIGNAL SUMMATION FFHK - FLOW FLOW RATE HAND CONTROL D-W-X-Y OR W-A WHERE COMING FROM W-A NNNN W-A WHERE GOING TO W-A NNNN Q WHERE GOING/COMING Q NNNN D-W-X-Y Q NNNN W-A NNNN W-A NNNN CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 01-G-10 10 01-G-10.DWG --- P R O C E S S A N D IN S T R U M E N T A TIO N D IA G R A M L E G E N D DRH DRH EDM REB D SOLENOID PNEUMATIC WITH PNEUMATIC WITH POSITIONER SOLENOID HYDRAULIC WITH VORTEX SHEDDING ROTAMETER ORIFICE METER TURBINE METER PROPELLER OR FLOW ELEMENT SYMBOLS PARSHALL FLUME WEIR ACTUATOR SYMBOLS VALVE AND GATE POWER HYDRAULIC WITH POSITIONER SOLENOID ELECTRIC MOTOR XX XX XX P S XX P XX Z H S XX VENTURI OR TARGET TYPE FLOW TUBE SENSOR OF PRIMARY POWER PITOT-STATIC ULTRASONIC FLOWMETER (PNEUMATIC OR ELECTRICAL) MAGNETIC FLOWMETER CLAMP ON POSITION FO = FAIL OPEN POSITION XX: FC = FAIL CLOSED NOTE: XX = FAIL POSITION ON LOSS FLP = FAIL TO LAST FIP = FAIL INTERMEDIATE RUPTURE DISK A = AIR X: W = WATER AIR SET SEE SPECIFICATIONS PURGE SETXP AS VENT AUTOMATIC SEAL WATER CONNECTION LEVEL ELEMENT S BUBBLER DIFFUSER SAMPLER S EJECTOR X GATE SYMBOLS WEIR GATE SLUICE KNIFE GATE GATE PRESSURE RELIEF VACUUM RELIEF AIR RELEASE AND GLOBE VEE-BALL BUTTERFLY BALL VALVE SYMBOLS ECCENTRIC PLUG THREE-WAY 120V FLAP GATE STOP PLANK SLIDE FLOW REGULATOR CONSTANT VOLUME DIAPHRAGM NEEDLE CALIBRATED BALANCE PINCH SPLIT DISC CHECK REGULATED SIDE PRESSURE CONTROL BLIND FLANGE OR CLEAN OUT CONNECTION FLUSHING WATERF STRAINER AIR GAP A S MUD SWING CHECK BALL CHECK MISCELLANEOUS SYMBOLS SIGNAL IS REQUIRED. IF QUANTITY IS NOT SHOWN X = TOTAL NUMBER OF SIGNALS WHERE MORE THAN ONE SHOWN ON THIS LEGEND IS USED IN THESE CONTRACT DRAWINGS. 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION GENERAL NOTES: O - OPTICAL U - ULTRASONIC CALIBRATION CHAMBER X: N - NUCLEAR DENSITY METER FLOW STRAIGHTENING ANNULAR SEAL VANE THEN ONE SIGNAL IS REQUIRED. NOTE: DIGITAL INPUT(X)DIGITAL OUTPUT(X) DISTRIBUTED CONTROL INPUTS & OUTPUTS TO PLC OR ANALOG INPUT PULSE INPUT(X) (X)ANALOG OUTPUT PULSE OUTPUT(X) (X) CS-2 = CONSTANT SPEED (TWO SPEED) CS-1 = CONSTANT SPEED (SINGLE SPEED) NOTE: XX: AS = ADJUSTABLE SPEED CENTRIFUGAL BLOWER DRIP TRAP DIAPHRAGM SEAL AUTOMATIC DRAIN MANUAL ELECTRIC MOTOR MANUAL SAMPLE PORT 120 VOLT, 60 HZ POWER SUPPLY POINT MIXER WITH ELECTRIC MOTOR LOBE PUMP, BLOWER OR COMPRESSOR FLOW STREAM IDENTIFIERS SEE PROCESS - MECHANICAL LEGEND (POSITIVE DISPLACEMENT) XX VERTICAL TURBINE PROGRESSING CAVITY XX PUMP XX PUMP CENTRIFUGAL PUMP (DRY PIT)XX XX XX PUMP & COMPRESSOR SYMBOLS SUBMERSIBLE PUMP XX XX DIAPHRAGM PUMP PLUNGER PUMP CHEMICAL FEED PUMP (PISTON) COMPRESSOR LEVEL ELEMENT ULTRASONIC CS-R = CONSTANT SPEED (REVERSIBLE) ELECTRIC MOTOR FLOATING MIXER WITH TELESCOPING STATIC MIXER M E/H S v K SAMPLE VALVE xxx Px BASKET STRAINER . M INCLINE PUMP GAS COMPRESSOR XX XX F FLAME ARRESTOR THERMAL MASSTM CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 01-G-11 11 01-G-11.DWG --- P R O C E S S A N D IN S T R UM E NT A TIO N D IA G R A M S YM B O LS DRH DRH EDM REB CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 800 804 808 812 816 820 824 828 832 836 840 844 848 852 36" ML 48" ML T/WALL EL 842.50 T/WEIR EL 835.50 T/WEIR EL 833.75 36"SE 42"SE 48"SE 36" SE FROM OTHER CLARIFIERS B/V-NOTCH WEIR EL 832.00 T/WALL EL 840.50 T/WALL EL 840.08 FLUME CREST EL 828.08 SCALE: VERTICAL: 1/4" =1’-0" HORIZONTAL: NONE 1. 2. 3. WATER SURFACE ELEVATIONS UPSTREAM OF PARSHALL FLUME BASED ON EASTON PLANT FLOW AS FOLLOWS: MAXIMUM DAY = PEAK HOUR = 36.0 MGD WITH ALL UNITS IN SERVICE WATER SURFACE ELEVATIONS DOWNSTREAM OF PARSHALL FLUME BASED ON COMBINED SATELLITE PLANT AND EASTON PLANT FLOW AS FOLLOWS: MAXIMUM DAY = PEAK HOUR = 47.1 MGD WATER SURFACE ELEVATIONS: 835.60 AT MAXIMUM DAY FLOW = PEAK HOUR FLOW A N OXI C Z ONE AE R O B IC Z ONE N O.1 AERATIO N B AS IN ( S TR . # 2 2 0 ) C LAR IF IER S P LITTER B O X (# 2 2 0 ) S ECO N DAR Y C LARIF IER N O.3 (# 2 3 0 ) P AR S H AL L FLU M E 4 ’ TH R OAT ( # 2 5 0 ) T/WALL EL 834.50 (TYP) T/WEIR EL 836.50 AE R O B IC Z ONE N O.2 AE R O B IC Z ONE N O.3 833.23 834.62 835.89 836.89 CONTINUED FROM DRAWING 01-G-11 831.55 832.15 831.05 830.28 828.79 BYPASS WEIR TO 60" BYPASS T/WEIR EL 824.66 EXIS TING EF FLU EN T P U MP E XIS TING O UTF ALL GATE WELL C EDAR R IVER EXISTING 60" FE FROM GRAVITY DISCHARGE (OFF) EXIS TING M ANH O LE S TATIO N GATEWE LL E XIS TING M ANH O LE 6" DIFFUSER PORT (TYP) T/FLOOD CONTROL LEVEE UV DIS INF ECTIO N 48" OUTFALL 48" DIFFUSER HEADER 60" SE B YP AS S M ANH O LE DIF F US E R DRO P MAN H OLE HYDRAULIC PROFILE GENERAL NOTES: 828.59 828.17 826.33 UV T/WEIR EL 827.50 48"SE INFLUENT GATE WELL GATE CLOSED AT EFFLUENT PUMP STATION. EXISTING 60" FE TO 825.81 825.76 RIVER FLOW 1500 CFS EL 818.90 AT STATION EFFUENT PUMP 24" SE FROM 01-G-12 01G12.DWG --- 12 HYDR A U LIC P R O F IL E G R A VIT Y E F F L U E N T RWW EJ B PCM CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 800 804 808 812 816 820 824 828 832 836 840 844 848 852 36" ML 48" ML T/WALL EL 842.50 T/WEIR EL 835.50 T/WEIR EL 833.75 36"SE 42"SE 48"SE 36" SE FROM OTHER CLARIFIERS B/V-NOTCH WEIR EL 832.00 T/WALL EL 840.50 T/WALL EL 840.08 FLUME CREST EL 828.08 SCALE: VERTICAL: 1/4" =1’-0" HORIZONTAL: NONE 1. 2. 3. WATER SURFACE ELEVATIONS UPSTREAM OF PARSHALL FLUME BASED ON EASTON PLANT FLOW AS FOLLOWS: MAXIMUM DAY = PEAK HOUR = 36.0 MGD WITH ALL UNITS IN SERVICE WATER SURFACE ELEVATIONS DOWNSTREAM OF PARSHALL FLUME BASED ON COMBINED SATELLITE PLANT AND EASTON PLANT FLOW AS FOLLOWS: MAXIMUM DAY = PEAK HOUR = 47.1 MGD WATER SURFACE ELEVATIONS: 835.60 AT MAXIMUM DAY FLOW = PEAK HOUR FLOW AN O X IC Z ONE AE RO B IC Z ONE N O .1 AE R ATIO N BAS IN ( S TR . # 2 2 0 ) C LARIF IER S P LITTER B O X ( # 2 2 0 ) S E C ON DAR Y C LARIF IER N O.3 (# 2 3 0 ) P AR S H ALL FLU ME 4 ’ TH R O AT ( # 2 5 0 ) T/WALL EL 834.50 (TYP) T/WEIR EL 836.50 AE RO B IC Z ONE N O .2 AE RO B IC Z ONE N O .3 833.23 834.62 835.89 836.89 CONTINUED FROM DRAWING 01-G-11 831.55 832.15 831.05 830.28 829.42 BYPASS WEIR TO 60" BYPASS T/WEIR EL 824.66 EXIS TING O UTF ALL G ATE WELL CEDAR R IVER EXISTING 60" FE TO CEDAR RIVER GRAVITY DISCHARGE EXISTING 60" FE FROM GRAVITY DISCHARGE (OFF) EXIS TING EF F LU EN T P U MP S TATIO N G ATE WELL EXIS TING EF F LU EN T P U MP S TATIO N 6" DIFFUSER PORT (TYP) T/FLOOD CONTROL LEVEE 100 YR FLOOD EL 842.00 U V D IS IN FECTIO N 828.00 842.48 48" OUTFALL 24" FE 48" DIFFUSER HEADER 60" FE B YP AS S MANH O LE DIFF US E R DRO P MAN H OLE HYDRAULIC PROFILE GENERAL NOTES: 829.21 828.81 828.71 UV T/WEIR EL 827.50 48"SE 01-G-13 01-G-13.DWG A- 13 HYDR A U LIC P R O F IL E P U MP E D E FF L U E N T RWW EJ B PCM 6" 90 ELBOW 4" 90 ELBOW 4 8 " SE2" SA2" SA 12"OF 10" RCY 4" D 2" SA 4" D4" WAS8" W1 4 " P SM 4" P SD 2 " W2 12" OF 12" OF 12" OF 6" W AS 4 8 " S E 6" WAS E 2 "S A 2"SA 4 2 " 36" S E 3"NG 3 "NG E E T T E 36" 2 " W2 2"W2 4 8 " RCY 42"FE/RCY 60"FE/RCY 4 2"F E/ RC Y 6 0 "FE 10 " SS D/ S SM 10"SSD/SSM 24"TFE 2 4 "TF E 48"TFE 4 2 "TFE 42"TFE 42"TFE 4 2 "R CY 42"RCY 4 8 "RC Y 36"RCY 6 " UD E E 6 0"F E 10"SSD/SSM 60"FE E E E E E E E E E E E 6 0 "F E 4 " W2 4"W2 4"W2 4"W2 4"W2 4"W26W2 6"TAS6"TAS6"TAS6"TAS 6"TAS 6"WAS6"WAS 6"WAS 6 "W1 8"W18"W1 8 " W1 8 " W1 10"RC Y 10"RCY 10 "RC Y 10 " RCY 12"OF 8"WAS8"WAS8"WAS8"WAS8"W18"W1 8"W1 8"W1 2 " 2 10"RCY10"RCY10"RCY3 6 "S E 3 6 " SE 3 6 "S E 3 6"S E CO 12"0F 12"0F CO CO CO 36"SE 1"G 2"G 2"G 2 "G 2"G2"G2"G2"G2"G2"G1"G 1"G6"W1 4 " W1 4" WAS 4" PSD 4" PSD 4" WAS 72"FE/RCY 48" FE (DIP)48" FE (DIP) 4" PSM 4" PSM 6 0 "F E72"FE/RCP CO CO CO CO CO CO CO 386 718 MIS MISMIS MIS EB EB EB HH N0’ SCALE 10’20’40’ 14 A- 02-C-REM-01.Sht 02-CR-01 R E M O VA L P LAN U V DIS IN F E C TIO N Design File C :\Documents and Settings\hennessyd\De sktop\000_CADD\W ate rloo Office \SHEE TS\02-C-R EM-01.Sht, Model 02-C-REM-01 4:05:52 P M 2/17/2014 REMOVAL NOTES 2 3 6 N 355,600 N 355,700 N 355,800 N 355,900 E 3 21,70 0 E 3 21,80 0 E 3 21,90 0 E 3 22,00 0 E 3 22,10 0 E 3 22,20 0 BS C REB RLB 2 2 5 GENERAL NOTES 99-C-01 6 INV EL 835.50 INV EL 835.76 1 1 UPON REQUEST FROM AECOM. 3. SOIL BORINGS FOR THIS PROJECT ARE AVAILABLE PIPES PER DETAIL . 2. TO ABANDON 42" AND 72" PIPING PLUG BOTH ENDS OF 1. FILL 4" PIPING WITH FLOWABLE MORTAR TO ABANDON. 7 7. REMOVE AND REPLACE 4" WAS AS NEEDED FOR CONSTRUCTION. CONSTRUCTION AND PROPOSED PIPING. PIPING OR PUMPING AS NECESSARY AROUND UV BUILDING PEAK DAILY FLOWS OF 18 MGD. PROVIDE TEMPORARY GRAVITY IS APPROXIMATELY 14 MILLION GALLONS PER DAY (MGD) WITH DURING CONSTRUCTION. AVERAGE DAILY FLOW IN THIS PIPE 6. STAGE CONSTRUCTION TO MAINTAIN FLOW IN 72" FE/RCY AND ABANDONMENT WITHIN BUILDING AREA. 5. REFER TO DRAWING 260-M-1 FOR AREAS OF REMOVAL 4. REMOVE CLEANOUTS. SAW CUTS AT ADJOINING PAVEMENT. 3. REMOVE PAVEMENT ALONG STRAIGHT LINES USING FULL DEPTH 2. ABANDON PIPING. 1. REMOVE PIPING. METERING STRUCTURE SAMPLING AND 250 - EFFLUENT FINAL CLARIFIER 170 - WAS BUILDING BUILDING 180 - THICKENER PUMP STATION 160 - EFFLUENT M.H. NO. 3 JUNCTION EFFLUENT JUNCTION M.H. FINAL EFFLUENT STRUCTURE 290 - GATEWELL AND SAMPLING 150 - EFFULENT FLOW METERING M.H. NO. 2 JUNCTION M.H. NO. 1 JUNCTION CITY O F WATERLO O , IO WA WAS TEWATER P O LLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CH K 4135 TECHNOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR. 20 12 MAR. 20 12 MAR. 20 12 MAR. 20 12 1 R EC OR D DRAWIN G D J H 2 - 4 - 1 4 HH CO CO CO CO CO CO CO N0’ SCALE 10’20’40’ CITY O F WATERLO O , IO WA WAS TEWATER P O LLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CH K 4135 TECHNOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR. 20 12 MAR. 20 12 MAR. 20 12 MAR. 20 12 1 R EC OR D DRAWIN G D J H 2 - 4 - 1 4 METERING STRUCTURE SAMPLING AND 250 - EFFLUENT FINAL CLARIFIER 170 - WAS BUILDING BUILDING 180 - THICKENER PUMP STATION 160 - EFFLUENT BUILDING DISINFECTION 260 - UV M.H. NO. 3 JUNCTION EFFLUENT JUNCTION M.H. FINAL EFFLUENT STRUCTURE 290 - GATEWELL AND SAMPLING 150 - EFFULENT FLOW METERING M.H. NO. 2 JUNCTION M.H. NO. 1 JUNCTION 15 A- 02-C-FAC-01.Sht 02-CF-01 N E W FA C ILITIE S P LA N U V DIS IN F E C TIO N Design File C :\Documents and Settings\hennessyd\De sktop\000_CADD\W ate rloo Office \SHEE TS\02-C-FAC-01.Sht, Mode l 02-C-FAC-01 4:09:19 P M 2/17/2014 6" CRUSHED STONE 8" HMA OVER 24" CURB AND GUTTER SIDEWALK N 355,600 N 355,700 N 355,800 E 3 21,70 0 N 355,900 E 3 21,80 0 E 3 21,90 0 E 3 22,00 0 E 3 22,10 0 E 3 22,20 0 BS C RLB REB E 5,32 2,028 .8 9 (3 TYPICAL) WITH MOW STRIP ELECTRICAL PADS SIDEWALK BUILDING (TYP) MOW STRIP AROUND N 3,355,748.50 WITH MOW STRIP (TYP) PROCESS CLEANOUTS CO CO CO CO CO CO CO 386 718 MIS MISMIS MIS EB EB EB 834 834834 834 835 835 835 835 835 835 835835 836 836 836 836 836 836 836 836836 836 8 3 6 836 837 837 837 837 837 837 837 837 8 3 7 8 3 7 837 837 8 3 7 837 837 8 3 8 838 838 838 838 838 8 3 8 838 838 838 838 838 838 838 838 838 8 3 8 838 838 838838 838 8 3 8 838 8 39 839 839 839 8 39 839 839 839 839 8 3 9 8 3 9 839 839 83 9 839 839839 839 839 839 839 839 8 3 9 839 8 3 9 839 839839 839 839 839 839 839 8 3 9 839 839 8 3 9 839 839 839 840 840 8 4 0 84 0 8 4 0 84 0 840 840 840840 840 840 840 840 840 840 840 840 840 840 840 840 840 8 4 0 840 840 840 8 4 1 841 841 841 841 841 841 841 841 841 8 4 1 841 84 1 841841 841 842 842 842842 842 842 842 842 842 842 842 842 842 842 843 843 843 843 843 843 843 843 844 844 844 844 844 844 844 845 845 845 845 845 846 846846846846847847 848 N0’ SCALE 10’20’40’ N 3,355,717.70 E 5,321,980.74 N 3,355,674.73 E 5,322,042.34 N 3,355,697.27 E 5,322,014.13 N 3,355,649.68 E 5,322,014.30 N 3,355,771.23 E 5,322,013.89 16 A- 02-C-GRD-01.Sht 02-CG-01 G R A DIN G P LA N U V DIS IN F E C TIO N Design File C :\Documents and Settings\hennessyd\De sktop\000_CADD\W ate rloo Office \SHEE TS\02-C-GR D-01.Sht, Model 02-C-G RD-01 4:09:55 P M 2/17/2014 24" CURB AND GUTTER841.00840.50G840.00G18" 18" INV EL 835.50 18 " N 355,600 N 355,700 N 355,800 N 355,900 E 3 21,70 0 E 3 21,80 0 E 3 21,90 0 E 3 22,00 0 E 3 22,10 0 E 3 22,20 0 BS C RLB REB 0 .5 0% 0.50% FLOOR EL 841.50840.17G1 8 "841.90G4.00% PADS (3 TYP) ELECTRICAL 1 2 3 3 4 5 PLAN NOTES 6. 18" CLASS III RCP STORM SEWER FLOW LINE IN EL 835.68, FLOW LIINE OUT EL 835.50. 5. 18" CLASS III RCP STORM SEWER, FLOW LINE IN EL 837.41, FLOW LINE OUT EL 837.30. 4. SUDAS TYPE SW 507 INTAKE, FORM GRADE EL 840.00, BOTTOM GRADE EL 836.91. 3. 18" RCP FLARED END SECTION (IDOT TYPE RF-3). 2. 18" CLASS III RCP STORM SEWER, FLOW LINE IN EL 835.84, FLOW LINE OUT 835.69 FORM GRADE EL 840.00, BOTTOM GRADE EL 835.19. 1. SUDAS TYPE SW 507 INTAKE CONNECTED TO EXISTING 18" RCP FLOW LIINE EL 835.68+, 3 6 84 0 841 METERING STRUCTURE SAMPLING AND 250 - EFFLUENT FINAL CLARIFIER 170 - WAS BUILDING BUILDING 180 - THICKENER PUMP STATION 160 - EFFLUENT BUILDING DISINFECTION 260 - UV M.H. NO. 3 JUNCTION EFFLUENT JUNCTION M.H. FINAL EFFLUENT STRUCTURE 290 - GATEWELL AND SAMPLING 150 - EFFULENT FLOW METERING M.H. NO. 2 JUNCTION M.H. NO. 1 JUNCTION 837 838 839 840 CITY O F WATERLO O , IO WA WAS TEWATER P O LLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CH K 4135 TECHNOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR. 20 12 MAR. 20 12 MAR. 20 12 MAR. 20 12 1 R EC OR D DRAWIN G D J H 2 - 4 - 1 4 CO CO CO CO CO CO CO 386 718 MIS MISMIS MIS 6" 90 ELBOW 4" 90 ELBOW 4 8 " SE2" SA2" SA 12"OF 10" RCY 4" D 2" SA 4" D4" WAS8" W1 4 " P SM 4" P SD 2 " W2 12" OF 12" OF 12" OF 6" W AS 4 8 " S E 6" WAS E 2 "S A 2"SA 4 2 " 36" S E 3"NG 3 "NG E E T T E 36" 2 " W2 2"W2 4 8 " RCY 42"FE/RCY 60"FE/RCY 4 2"F E/ RC Y 6 0 "FE 10 " SS D/ S SM 10"SSD/SSM 24"TFE 2 4 "TF E 48"TFE 4 2 "TFE 42"TFE 42"TFE 4 2 "R CY 42"RCY 4 8 "RC Y 36"RCY 6 " UD E E 6 0"F E 10"SSD/SSM 60"FE E E E E E E E E E E E 6 0 "F E 4 " W2 4"W2 4"W2 4"W2 4"W2 4"W26W2 6"TAS6"TAS6"TAS6"TAS 6"TAS 6"WAS6"WAS 6"WAS 6 "W1 8"W18"W1 8 " W1 8 " W1 10"RC Y 10"RCY 10 "RC Y 10 " RCY 12"OF 8"WAS8"WAS8"WAS8"WAS8"W18"W1 8"W1 8"W1 2 " 2 10"RCY10"RCY10"RCY3 6 "S E 3 6 " SE 3 6 "S E 3 6"S E CO 12"0F 12"0F CO CO CO 36"SE 1"G 2"G 2"G 2 "G 2"G2"G2"G2"G2"G2"G1"G 1"G6"W1 4 " W1 4" WAS 4" PSD 4" PSD 4" WAS 72"FE/RCY 48" FE (DIP)48" FE (DIP) 4" PSM 4" PSM 6 0 "F E N0’ SCALE 10’20’40’ 17 A- 02-C-PIP-01.Sht 02-CP-01 O UT S ID E P IP IN G P L A N U V DIS IN F E C TIO N Design File C :\Documents and Settings\hennessyd\De sktop\000_CADD\W ate rloo Office \SHEE TS\02-C-PIP-01.Sht, Mode l 02-C-PIP-01 4:10:39 P M 2/17/2014 BS C RLB REB N 355,700 N 355,800 N 355,900 E 3 21,70 0 E 3 21,80 0 E 3 21,90 0 E 3 22,00 0 E 3 22,10 0 E 3 22,20 0 1 12 13 PLAN NOTES GENERAL NOTES 16 17 PADS (3 TYP) ELECTRICAL EXISTING PLUG PLUG 18 19 . THROUGH THIS LINE WOULD BE MINIMAL. EXISTING TRICKLING FILTER/CLARIFIER PROCESS WHICH IS NOT ACTIVE, AND ANY FLOW THE 60" FE FROM THE NORTH SIDE OF FINAL EFFLUENT JUNCTION MH COMES FROM THE PER DAY (MGD), WITH PEAK DAY FLOW RUNNING APPROXIMATELY 18 MGD. FLOW FROM MONTHLY FLOW RATE THROUGH THE EASTON PLANT IS APPROXIMATELY 15 MILLION GALLONS PLANNED TO BE PLACED ON-LINE DURING CONSTRUCTION OF THIS PROJECT. AVERAGE POLLUTION CONTROL FACILITY. THE SATELLITE SIDE IS CURRENTLY NOT IN USE AND NOT 9. PLANTS FLOWS ARE CURRENTLY BEING TREATED THROUGH THE EASTON SIDE OF THE WATER "E1" INTHE AREA IS ANTICIPATED TO BE BURIED ELECTRICAL SERVICES FOR AREA LIGHTING. 2" TELEPHONE DUCTS, AND 2 EACH 2" DATA HIGHWAY DUCTS. BURIED ELECTRICAL LABELED APPROXIMATELY 37" WIDE X 11" HIGH, AND CONTAINS 6 EACH 4" POWER DUCTS, 2 EACH DRAWINGS INDICATE THIS DUCT BANK IS CONSTRUCTED OF CONCRETE, MEASURES DUCT BANK LABELED "E" AND LOCATED APPROXIMATELY 30’ EAST OF BLDG. 260. RECORD 8. IF NECESSARY DURING CONSTRUCTION, PRODIVE TEMPORARY SUPPORT FOR ELECTRICAL DURING CONSTRUCTION. 7. PROVIDE TEMPORARY PIPING FOR PSD, PSM, WAS AND W1 PRESSURE LINES, IF REQUIRED, 6. REFER TO REMOVAL PLAN NOTE 6 DRAWING 02-CR-01 FOR STAGING NOTES ON 72" FE/RCY. .65. FOR 42" AND 72" PIPE PLUGS SEE SHEET 99-C-01 DETAIL MINIMIZE DISRUPTION TO TREATMENT PROCESS. 4. SCHEDULE PIPE CONNECTIONS TO EXISTING STRUCTURES WITH WPCF PERSONNEL TO 13. CO INDICATES CLEANOUT SEE SHEET 99-C-01 DETAIL 2. PROVIDE MIN 3’ COVER OVER ALL GAS LINES. 1. PROVIDE MIN 6’ COVER OVER ALL PRESSURE LINES. 20. 3" PD 90 DEG BEND W/ CLEANOUT, N 3,355,703.01, E 5,322,098.72, INV EL 835.46 19. 48" FE 90 DEG BEND, N 3,355,772.50, E 5,322,091.32, INV EL 821.00– 18. 48" FE 90 DEG BEND, N 3,355,772.50, E 5,322,033.81, INV EL 821.00– 17. 1 1/2"x2" G TEE, CONNECT TO EXISTING, N 3,355,864.08, E 5,322,093.53 16. 1" TAPPING SADDLE, CONNECT TO EXISTING, N 3,355,860.08, E 5,322,090.22 15. 60" FE 45 DEG BEND, N 3,355,714.55, E 5,322,129.03, INV EL 820.39 14. 60" FE 45 DEG BEND, N 3,355,738.51, E 5,322,105.08, INV EL 820.86 13. 42" SE 90 DEG BEND, N 3,355,706.26, E 5,321,956.13, INV EL 826.62 12. 48" SE 90 DEG BEND, N 3,355,723.51, E 5,321,886.75, INV EL 821.50 11. 4" WAS 45 DEG BEND W/ CLEANOUT, N 3,355,764.00, E 5,322,180.66, INV EL 830.50 10. 4" WAS 45 DEG BEND W/ CLEANOUT, N 3,355,793.87, E 5,322,150.79, INV EL 830.50 9. 4" WAS 45 DEG BEND W/ CLEANOUT, N 3,355,793.87, E 5,321,957.32, INV EL 830.50 8. 4" PSM 45 DEG BEND W/ CLEANOUT, N 3,355,784.04, E 5,322,167.69, INV EL 830.50 7. 4" PSD 45 DEG BEND W/ CLEANOUT, N 3,355,789.10, E 5,322,169.70, INV EL 831.75 6. 4" PSM 45 DEG BEND W/ CLEANOUT, N 3,355,798.87, E 5,322,152.86, INV EL 830.50 5. 4" PSD 45 DEG BEND W/ CLEANOUT, N 3,355,803.87, E 5,322,154.93, INV EL 831.75 4. 4" PSM 45 DEG BEND W/ CLEANOUT, N 3,355,798.87, E 5,322,007.32, INV EL 830.50 3. 4" PSD 45 DEG BEND W/ CLEANOUT, N 3,355,803.87, E 5,322,006.95, INV EL 831.15 2. 3" PD 45 DEG BEND W/ CLEANOUT, N 3,355,797.05, E 5,322,098.72, INV EL 835.46 1. 3" PD CONNECT TO MANHOLE, N 3,355,823.52, E 5,322,078.17, INV EL 836.00 23. CURB STOP AND BOX ON 1" WATER SERVICE 22. REMOVE AND REPLACE 4" WAS AS NEEDED FOR CONSTRUCTION 21. 42" SE 48 DEG BEND, INV EL 821.00 22 23 21 06-155 SEE DETAIL METERING STRUCTURE SAMPLING AND 250 - EFFLUENT FINAL CLARIFIER 170 - WAS BUILDING BUILDING 180 - THICKENER PUMP STATION 160 - EFFLUENT BUILDING DISINFECTION 260 - UV M.H. NO. 3 JUNCTION EFFLUENT JUNCTION M.H. FINAL EFFLUENT 42" SE (DIP) 48" SE (DIP) INV EL 821.50 INV EL 821.50 3" PD FLOOR EL 841.50 STRUCTURE 290 - GATEWELL INV EL 820.00~ 1 8 " R C P 60" FE AND SAMPLING 150 - EFFULENT FLOW METERING INV EL 821.00 INV EL 835.46 SETTLING TANKS FROM EASTON WWTF INV EL 828.12 PLUG 42" FE/RCY (FROM CLARIFIER NO. 7) INV EL 826.92 INV EL 826.62 60" INV EL 826.62 INV EL 825.62 PLUG INV EL 821.00 INV EL 819.11 INV EL 818.87 INTO BUILDING 1" W2 (WATER) AT EL 835.33 ABOVE GRADE AT BUILDING WALL W/ PRESURE REGULATION VALVE 1 1/2" G (NATURAL GAS) AT EL 838.00IN MH INV EL 836.00 3" PD DISCHARGE INV EL 834.50 INV EL 819.60 INV EL 820.62 INV EL 820.28 INV EL 819.83INV EL 821.00 M.H. NO. 2 JUNCTION 18"RCP INV EL 825.62 PLUG AND SAMPLING 150 - EFFLUENT FLOW METERING FROM SATELLITE WWTP STRUCTURE 3 " PD 99-C-01 7SEE DETAIL . CONNECT TO EXISTING M.H. NO. 1 JUNCTION CITY O F WATERLO O , IO WA WAS TEWATER P O LLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CH K 4135 TECHNOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR. 20 12 MAR. 20 12 MAR. 20 12 MAR. 20 12 1 R EC OR D DRAWIN G D J H 2 - 4 - 1 4 4" 90^ ELBOW 6" 90^ ELBOW N0' SCALE 10'20'40' D 99 - E- 04 180 THICKENER BUILDING 260 UV DISINFECTION BUILDING 1 F 99-E-04 2 PLAN NOTES UTILITY. OBSTRUCTIONS. COORDINATE PAD LOCATION WITH PADS MAY BE MOVED TO ACCOMMODATE FIELD 2. REFER TO 260-E-03 FOR DETAILS IN THIS AREA. IN SEPARATE CONDUITS. NEW CABLES - 12#12 CONTROL AND 8 TWPR SHIELDED EXISTING 2-2" CONDUITS TO EXISTING BUILDING FOR 1. EXISTING LOW VOLTAGE MANHOLE. USE SPARE GENERAL NOTES 1. DUCTBANK SECTIONS ARE SHOWN ON 99-E-04. TO NEW HV MANHOLE SHOWN ON 02-CE-02 5.11C CO CO COCO CO 386 718 MIS MISMIS MIS CO HH CO 838 839 837 841 42" SE (DIP) 48" SE (DIP) INV EL 821.50 INV EL 821.50 3" PD FLOOR EL 841.50 INV EL 820.00~ 1 8 " R C P 60" FE INV EL 821.00 INV EL 835.46 SETTLING TANKS FROM EASTON WWTF INV EL 828.12 PLUG 42" FE/RCY (FROM CLARIFIER NO. 7) INV EL 826.92 INV EL 826.62 60" INV EL 826.62 INV EL 825.62 PLUG INV EL 821.00 INV EL 819.11 INV EL 818.87 INTO BUILDING 1" W2 (WATER) AT EL 835.33 ABOVE GRADE AT BUILDING WALL W/ PRESURE REGULATION VALVE 1 1/2" G (NATURAL GAS) AT EL 838.00 IN MH INV EL 836.00 3" PD DISCHARGE INV EL 834.50 INV EL 819.60 INV EL 820.62 INV EL 820.28 INV EL 819.83INV EL 821.00 18"RCP INV EL 825.62 99-C-01 7SEE DETAIL . CONNECT TO EXISTING AND SAMPLING 150 - EFFLUENT FLOW METERING FROM SATELLITE WWTP STRUCTURE 3 " PD 5.11C CO CO COCO CO 386 718 MIS MISMIS MIS EB EB EB CO CO 48 " SE2" SA2" SA 12"OF 10" RCY 4" D 2" SA 4" D4" WAS8" W1 4 " P SM 4 " P SD 2" W2 12 " OF 12" OF 12" OF 6" WAS 4 8" SE 6" WAS E 2 "SA 2"SA 4 2" 36"S E 3"NG 3 "NG E E T T E 36" 2 "W2 2"W2 4 8 " RC Y 42"FE/RCY 60"FE/RCY 4 2"FE/ RC Y 60"FE 6 0 "FE 10"SSD/ S SM 24"TFE 2 4 " TFE 42 "TFE 42"TFE 42"TFE 42 "RCY 42"RCY 48 "R CY 36"RCY 6 "UD E E 6 0 "FE 60"FE E E E E E E E E E E E 6 0"FE 4"W2 4"W2 4"W2 4"W2 4"W2 4"W26 W2 6"TAS6"TAS6"TAS6"TAS 6"TAS 6"WAS6"WAS 6"WAS 6 "W1 8"W18"W1 8"W1 8 "W1 10 "RCY 10"RCY 10 "RCY 10"RC Y 12"OF 8"WAS8"WAS8"WAS8"WAS8"W18"W1 8"W1 8"W1 2 " 2 10"RCY10"RCY10"RCY36 "S E 3 6"SE 36 "SE 36 "S E CO 12"0F 12"0F CO CO CO 36"SE 1"G 2"G 2 "G 2"G 2"G2"G2"G2"G2"G2"G1"G1"G6"W1 4"W1 4" WAS 4" PSM 4" PSD 4" PSM 4" PSD 72"FE/RCY 48" FE (DIP) 72"FE/RCP 48" FE (DIP) CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 02-CE-01 02-CE-01.DWG --- 18 U V D IS IN F E C TIO N S IT E E L E C TR IC A L P L A N WLP WLP EDM REB 1 2 PLAN NOTES OBSTRUCTIONS. SEE DETAIL 2 NEW HV MANHOLE. LOCATE TO ACCOMMODATE FIELD FOR PENETRATION INTO MANHOLE. 1. EXISTING HV MANHOLE. SEE DETAIL GENERAL NOTES KITS FOR MEDIUM VOLTAGE CABLE SPLICES. 2. USE ONLY CABLE MANUFACTURER APPROVED SPLICE IF STRAIGHT LINE ROUTING CAN NOT BE UTILIZED. FIELD OBSTRUCTIONS. USE ONLY LONG RADIUS BENDS DUCKBANK ROUTING MAY BE MOVED TO ACCOMMODATE 1. DUCKBANK SECTIONS ARE SHOWN ON 99-E-04. 10-212 0’ SCALE 10’20’40’ N D 99-E-04 10-240 TO 280 UV DISINFECTION BUILDING SWITCHGEAR ON 02-CE-01 D 99 - E- 0 4 HV-MH CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 02-CE-02 02-CE-02.DWG --- 19 UV D IS INF E C T IO N S ITE E LE C TR IC AL P LAN WLP WLP EDM REB AND FLOW METERING EFFLUENT SAMPLING EASTON METERING AND SAMPLING EFFLUENT FLOW SATELLITE SE SE FACILITIES TREATMENT SECONDARY FROM EASTON FACILITIES TREATMENT SECONDARY FROM SATELLITE SE UV DISINFECTION SE SE PUMPING FINAL EFFLUENT FE FE RIVER CEDAR TO(GRAVITY FLOW) FE FE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 09-N-01.dwg 09-N-01 P & ID P R O J E C T INT E R F A C E S UM M A R Y D IA G R A M DRH DRH EDM --- 1 R EC ORD DRAWINGS DJH 2 - 4- 14 20 FE 8-12-2 SECONDARY CLARIFIERS FROM SATELLITE PLANT STRUCTURE 150 SAMPLING METERING AND EFFLUENT FLOW SATELLITE PLANT PARSHALL FLUME NO.1 MANHOLE JUNCTION SECONDARY CLARIFIERS FROM EASTON PLANT PARSHALL FLUME STRUCTURE 250 AND FLOW METERING EFFLUENT SAMPLING EASTON PLANT . UV DISINFECTION A 09-N-03 . UV DISINFECTION B 09-N-03 . UV DISINFECTION C 09-N-03 SE SE SE SE SE SE SE SE S E SE NO.2 MANHOLE JUNCTION SE FE 8-12-1 FE 8-3-1-1 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 09-N-02.dwg 09-N-02 P & ID U N IT P R O C E S S N O .8 E F F LU E N T F LO W M E TE R IN G & S A M P L ING DRH DRH EDM --- 21 AS EFFLUENT PUMP NO.1 FE FE PUMP NO.2 EFFLUENT AS FE PUMP NO.3 EFFLUENT AS FE PUMP NO.4 EFFLUENT AS SE FE TO RIVER FE FE FE FE FE FE . FROM UV DISINFECTION D 09-N-03 FE . FROM UV DISINFECTION E 09-N-03 STRUCTURE GATEWELL STRUCTURE GATEWELL MANHOLE NO.3 JUNCTION EFFLUENT STATION EFFLUENT PUMP MANHOLE JUNCTION FINAL EFFLUENT CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 09-N-04.dwg 09-N-04 P &ID UN IT P R O C E S S NO .8 F IN A L E FF LU E N T P U M P ING DRH DRH EDM --- 23 102 180-T 180MCC 180MCC 180-LCP-10-7 180-LCP-10-12 180-LCP-10-13 180-LCP-10-8 180LP-33 180-TTC-1 180-TCP-1 110LP-31 180MCC 180MCC 180-LCP-10-23 180-LCP-10-22 180MCC WOMEN’S ROOM MEN’S ROOM M 180MCC FV 10-13-3 101 THICKENER ROOM 103 104 HAZARDOUS CLASSIFIED LOCATION GROUP D CLASS I DIVISION 1 RECYCLE WELLMETER PIT HAZARDOUS CLASSIFIED LOCATION GROUP D CLASS I DIVISION 1 P-10-13-3 M-10-20-3 M P-10-14-3 LT 10-14-3 PSH 10-14-3 M M-10-12-3 PSL 10-13-3 180LCP-10-22 180-LCP-10-23 HS 10-14-3-1 HS 10-13-3-1 180MCC-A EXISTING M-10-17-1 EXISTING M-10-20-1 M-10-20-2 EXISTING EXISTING 180-LCP-10-15 EXISTING EXISTING EXISTING 180LP EXISTING 180LP-28 180LP-45 180-E-01.dwg 180-E-01 N CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 180-PLC-1 180MCC-B EXISTING 0’ SCALE 2’4’8’ PLAN EXISTING 180-PLC-2 B U ILDIN G 1 8 0 E LE C T R IC A L P LAN DRH WLP EDM --- SEE DETAIL PLAN NOTES CONFLICT WITH 180-PLC-2. (CHANGE ORDER 2). 4. RELOCATE INTERIOR AND EXTERIOR OUTLETS WHICH INSTALL NEW HIGH LEVEL ALARM. (CHANGE ORDER 2). JUST ABOVE THE GRATING; SEE 260-E-02). OWNER TO TO NE CORNER OF THE 260 BUILDING (JUNCTION BOX 3. EXTEND 2 #14 AND GROUND WIRE FROM 180-PLC-1 REMAINING, AND PAINT TO MATCH EXISTING. TELEPHONE CABINET, PATCH ANY FLOOR PENETRATIONS TO TERMINATE IN 180-PLC-2. PLUG HOLE IN MANHOLE TERMINATING IN EXISTING TELEPHONE CABINET 2. REROUTE EXISTING EMPTY CONDUIT FROM LOW VOLTAGE 1. REFER TO 99-NE-01 FOR I&C WIRING/CONDUIT SIZES. 1 1 2 3 4 24 06-750 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 250-SME-01 250-SME-1 A- 26 E F F LU E NT S A MP LIN G & M E T E R IN G S T R U C T U R E P L A N A N D S E C T IO N S RWW EJ B PCM 0’ SCALE 2’4’8’ SECTION C ----- EL 830.00 »¿EXISTING 4" D INV EL 821.50 EXISTING 48" SE SEE CONCRETE COLLAR EL 820.08 EL 839.58 - - - - - C - - - - - C INV EL 821.50 48" SE »¿ EL 82 EXISTING 2" SA INV EL 821.50 48" SE SEE CONCRETE COLLAR 08-290 08-290 NEW PIPE SEE PATCH WALL AT 08-370 NEW PIPE SEE PATCH WALL AT 08-370 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 260-AS-05 260-AS-05.DWG 31 U V DIS IN FE C T IO N S E C TIO NS A N D D E T A IL S JMK SDR DRE 0’ SCALE 2’4’8’ ASECTION 21 ’- 6 " 1 4’- 8 " T/MASONRY EL 856.17 T/CONC EL 841.50 260-AS-08 1 T/SLAB EL 820.00 1 2’- 0 " 2’- 8 " 7 ’- 2" 2 ’- 0 " ROOF PLANK 12" PRECAST SEE SUPPORTS GRATING AND SEE SUPPORTS GRATING AND PLANK GRATING REMOVEABLE AL PLANK GRATING REMOVEABLE AL 08-540 08-540 1PLANK SUPPORT DETAIL #8@6" #8@12" #6@12" #8@9" #8@12" SEE SIM EQUIP PAD 08-342 T/CONC EL 821.50 EL 821.00 T/FILL CONC FILL CLASS B CONC FILL CLASS B EL 827.50 T/WEIR EL 834.33 T/GRATING WS TYP GRATING REMOVEABLE AL PLANK 260-AS-020’ SCALE 1’2’ 2 1 / 2" SS CONC ANCHORS @18" OC AL L5X5X3/8 W/ 3/4" DIA PIPING BELOW FLOOR SLAB SEE TYP ALL CONC PIPE ENCASEMENT 08-900 260-AS-03 260-AS-02 260-AS-01 1 ’- 0" #6@12" FILTER FABRIC SECTION CONC WALL FILL 6" MIN FREE-DRAINING 1’-0" TYP 3’-0" MIN 2 ’- 0" MIN C LAY CAP TYP 2’-0" FREE-DRAINING FILL TYP ORDER 1-2) (ADDED BY CHANGE FILTER FABRIC (TYP.) CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 260-AS-06 260-AS-06.DWG 32 U V DIS IN FE C T IO N S E C TIO N S SDR SDR DRE 0’ SCALE 2’4’8’ ASECTION 21 ’- 6 " 1 4’- 8 " T/MASONRY EL 856.17 T/CONC EL 841.50 260-AS-08 1 T/SLAB EL 820.00 1 2’- 0 " 2’- 8 " 7 ’- 2"B1 08-540 B1 B1 B1B1 EL 841.50 T/CONC EL 834.33 T/CONC 2 ’- 0 " 13 ’- 4 " 1’- 0 " 6 ’- 2 " 1’- 0 " SEE SUPPORTS GRATING AND #6@12" #6@12" #8@9" #8@12" #7@6" #7@12" #8@6" #8@12" WS TYP CONC FILL CLASS B CONC FILL CLASS B STRUCTURAL FILL T/FILL EL 821.00 ROOF PLANK 12" PRECAST 260-AS-03 260-AS-02 260-AS-01 6" MIN FREE-DRAINING FILL FILTER FABRIC 1’-0" TYP 3’-0" MIN 2 ’- 0" MIN C LAY CAP TYP 2’-0" FREE-DRAINING FILL TYP 1-2) (ADDED BY CHANGE ORDER FILTER FABRIC (TYP.) CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 260-AS-07 260-AS-07.DWG 33 U V DIS IN FE C T IO N S E C TIO N S SDR SDR DRE 0’ SCALE 2’4’8’ ASECTION 0’ SCALE 2’4’8’ BSECTION 2 6’- 6 " 1 4’- 8 " T/MASONRY EL 856.17 T/CONC EL 841.50 260-AS-08 1 T/SLAB EL 815.00 1 2’- 0 " 2’- 8 " 7 ’- 2" 2 ’- 0 " 08-540SEE SUPPORTS GRATING AND #8@6" #8@12" #8@12" WS TYP EL 820.00 T/CONC EL 834.33 T/ CONC EL 841.50 T/CONC #8@9" #8@12" 2 ’- 0 " 13 ’- 4 " 1 ’- 0 " 6 ’- 2 " 1’- 0 " HATCH FILL STRUCTURAL B2 ROOF PLANK 12" PRECAST 1 8’- 4 " 1’- 0 " UNO REINF SEE TYP FOR INT WALL VERT #6@12" EL 821.50 T/CONC #8@6" #8@12" 260-AS-06 A #8@12" #8@12" #6@12" 1 1 1 1 2 ’- 0" EL 820.00 T/CONC 5’- 0 " 1 3 ’- 4 " 2 ’- 0" HATCH EL 815.00 T/CONC 2’-6" 2’-6" FOR REINF SEE - A 1 ’- 0 " #6@12" FILL TYP STRUCTURAL REINF SEE TYP FOR INT WALL VERT 260-AS-06 A SEE SIM EQUIP PAD 08-342 PIPING BELOW FLOOR SLAB SEE TYP ALL CONC PIPE ENCASEMENT 08-900 260-AS-03 260-AS-02 260-AS-01 260-AS-02 260-AS-01 EL 834.33 T/CONC #6@8" #6@8" FILTER FABRIC SEE SIM EQUIP PAD 08-342 FILL 6" MIN FREE-DRAINING 1’-0" TYP FILTER FABRICFILL 6" MIN FREE-DRAINING 1’-0" TYP 3’-0" MIN 2 ’- 0 " MIN CLAY CAP TYP 2’-0" FREE-DRAINING FILL TYP WS (TYP.) ORDER 1-2) BY CHANGE (TYP.) (ADDED FILTER FABRIC CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 1 4’- 8" 2’- 8" 1 2’- 0" 4" 4 ’- 2 " 1’-6" 11 5/8" (CMU)(INSUL) 1 1/2" (AIR SPACE) 1 1/4" (VENEER) 3 5/8" 0’ SCALE 2’4’8’ ASECTION 260-AS-08 260-AS-08.DWG 34 U V DIS IN FE C T IO N S E C TIO N S JMK SDR DRE T/GRATING EL 834.33 21 ’- 6 " 1 4’- 8 " T/MASONRY 856.17 T/CONC EL 841.50 EL 820.00 T/SLAB 1 2’- 0 " 2’- 8 " 7 ’- 2" 1’- 0 " 2 ’- 0 " 08-540SEE SUPPORTS GRATING AND B3 (PRECAST) ROOF PLANK 12" PRECAST #8@6" #8@12" #8@9" #8@12" WS TYPCONC FILL CLASS B T/FILL EL 821.00 OVERLAY) (PRECAST WITH #6@12" TYPICAL EXTERIOR MASONRY WALL SECTION 1 0’ SCALE 2’4’ - 1 SIMILAR 260-AS-03 260-AS-02 260-AS-01 SEE BEAM W/ 2-#5 CONT BOND 08-400 CMU WALL SEE BEARING ON FOR PRECAST 08-462 FILTER FABRIC 99-A-02 2 99-A-02 3 #5@48" 6" MIN FREE-DRAINING FILL 1’-0" TYP 3’-0" MIN 2 ’- 0" MIN C LAY CAP TYP 2’-0" FREE-DRAINING FILL TYP ORDER 1-2) (ADDED BY CHANGE FILTER FABRIC TYP. CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 0’ SCALE 2’4’8’ PLAN AT ELEVATION 830.00 EL 821.00 60" FE INV EL 821.00 42" SE INV UV EQUIPMENT EL 827.50 T/WEIR 26 0 - M- 0 4 C C 2 6 0- M- 0 4 260-M-03 A 260-M-03 A 260-M-01 260-M-01.DWG A- 35 U V DIS IN FE C T IO N P L A N A T E LE V A TIO N 8 30 .00 RWW EJ B PCM 260-M-03 B 260-M-03 B EL 821.00 48" SE INV (TYP) DRAIN PUMP (TYP) EL 817.50 »¿6" PD DRAIN (TYP) 6" MUD DRAIN (TYP) 6" MUD 11 PLAN NOTES 4. STOP LOG GUIDE FRAME, (08-561). PERIMETER OF PIPE. 3. PROVIDE HYDROPHILIC WATER STOP AROUND EXTERIOR 2. REMOVE EXISTING 48" SE AS SHOWN. EXISTING 48" SE PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL CONFIRM AND VERIFY LOCATION OF N 260-M-04 D 260-M-04 D (TYP) SEE DETAIL 06-101 (TYP) SEE DETAIL 06-101 P-8-26-1 P-8-26-2 44 TO EXISTING INV 48" SE CONNECT TO EXISTING INV 48" SE CONNECT CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 0’ SCALE 2’4’8’ PLAN AT ELEVATION 834.33 UV EQUIPMENT 2 60 - M- 04 C C 2 60 - M- 0 4 260-M-02 260-M-02.DWG 36 U V DIS IN FE C T IO N P L A N A T E LE V A TIO N 8 34 .33 RWW EJ B PCM 260-M-03 B 260-M-03 B (TYP) GATE OPERATOR PLAN NOTES 3. STOP LOG STORAGE AREA (UNDER PLATFORM). 2. STOP LOG GUIDE FRAME, (08-561). BELOW TOP OF GRATING. PROVIDE HOLE IN GRATING, WITH OPERATING NUT 3" 1. MUD VALVE EXTENSION STEM AND OPERATING NUT. 3" PD INV EL 835.46 N EL 835.58 »¿3" PD 260-M-03 A 260-M-03 A EL 835.58 »¿3" PD 260-M-04 D 260-M-04 D 1 (TYP OF 2) OPERATING NUT MUD VALVE VALVE BOX FOR SLD-8-20-3 SLD-8-20-4 SLD-8-20-5 SLD-8-20-2SLD-8-20-1 SEE DETAIL 06-100 UV-8-22-1 DETAIL 4" V SEE 06-438 1 3 2 2 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 0’ SCALE 2’4’8’ SECTION A 260-M-03 260-M-03 A- 37 U V DIS IN FE C T IO N S E C TIO N S RWW EJ B PCM 0’ SCALE 2’4’8’ SECTION B UV EQUIPMENT EL 827.50 T/WEIR GATES (TYP) OPERATED MOTOR DRAIN (TYP) 6" MUD EL 821.00 60" FE INV EL 821.00 42" SE INV (TYP) EL 817.50 »¿6" PD EL 835.46 3" PD INV PLAN NOTES PERIMETER OF PIPE. 3. PROVIDE HYDROPHILIC WATER STOP AROUND EXTERIOR 2. REMOVE EXISTING 48" SE AS SHOWN. EXISTING 48" SE PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL CONFIRM AND VERIFY LOCATION OF 260-M-02 260-M-01 260-M-02 260-M-01 SEE DETAIL 06-101 SEE DETAIL 06-101 TYP. SEE DETAIL 06-105 (TYP.) JOINT MECHANICAL CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 260-M-04 260-M-04 A- 38 U V DIS IN FE C T IO N S E C TIO N RWW EJ B PCM 0’ SCALE 2’4’8’ SECTION C UV EQUIPMENT 260-M-02 260-M-01 EL 835.58 »¿3" PD EL 817.50 »¿6" PD DRAIN (TYP) 6" MUD EL 835.58 »¿3" PD EL 817.50 »¿6" PD 0’ SCALE 2’4’8’ SECTION D 260-M-02 260-M-01 EL 817.50 »¿6" PD (TYP) DRAIN PUMP GUIDE BARS 2" SST SEE DETAIL 06-154 (TYP) SEE DETAIL 06-101 (TYP.) PIPING ENCASED IN CONCRETE ELBOWS ARE ACCEPTABLE FOR PD STANDARD MECHANICAL JOINT 48" SE (DIP) CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 260-H-02 260H02.DWG A- 41 U V DIS IN FE C T IO N B U ILD IN G HVA C S C H E D U LE S A N D D E T A IL RWW GEB HVU JET DIFFUSER DETAIL NTS 20"x36" SUPPLY DUCT FROM 260-MAU-1 18"x35" PANEL W/TWO 14"NOZZLES 18"x35" PANEL W/TWO 14"NOZZLES10’ A.F.F. CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 0’ SCALE 2’4’8’ PLAN AT ELEVATION 830.00 260-E-01 260-E-01.DWG A- 42 U V DIS IN FE C T IO N P L A N A T E LE V A TIO N 8 30 .00 RWW WLP EDM 1 N P-8-26-1 P-8-26-2 PLAN NOTES SIZES. 1. REFER TO 99-E-03 FOR POWER WIRING/CONDUIT 1 EL 835.58 »¿3" PD (TYP) OPERATING NUT MUD VALVE VALVE BOX FOR CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 0’ SCALE 2’4’8’ PLAN AT ELEVATION 834.33 UV EQUIPMENT 260-E-02 260-E-02.DWG 43 U V DIS IN FE C T IO N P L A N A T E LE V A TIO N 8 34 .33 RWW WLP EDM (TYP) GATE OPERATOR PLAN NOTES SLD-8-20-3 SLD-8-20-4 SLD-8-20-5 SLD-8-20-2SLD-8-20-1 UV-8-22-1 LSLL 8-27-1 LSL 8-27-1 LSH 8-27-1 LSHH 8-27-1 AIT 8-23-1 AE 8-23-1 SEE DETAIL 06-750 SEE DETAIL 06-513 SEE DETAIL 06-652 TYP 260-LCP-3 SEE DETAIL 06-750 CENTER 1&2 DISTRIBUTION POWER CENTER SYSTEM HYDRAULIC 21 2 2 2 1 1 1 2 1 1 2 2 2 1 1 2 3 260PL1-18 A NEW HIGH LEVEL ALARM. 180-E-01. (CHANGE ORDER NO 2). OWNER TO INSTALL BUILDING JUST ABOVE THE GRATING, ALSO SEE 3. EXTEND CONDUIT AND WIRING TO N.E. CORNER OF SIZES. 2. REFER TO 99-NE-01 RISER FOR I&C WIRING/CONDUIT SIZES. 1. REFER TO 99-E-03 FOR POWER WIRING/CONDUIT CITY O F WATE RLO O , IO WA WAS TE WATE R P OLL UTIO N CON TROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISION S DES DRN C HK AP P NO DRN DA TE CHK 41 3 5 TE CH N O LO G Y P ARKWAY SHEBOY G A N , WI 53 0 8 3 T 92 0 -45 8 -87 1 1 PR EPARE D BY: REB MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 N N A - - - - - - - - - - A ----- B ----- B A - - - - - - - - - - A ----- B ----- B 0' SCALE 2'4'8' LOWER PLAN EXISTING 60" FE (RCP) S1 GENERAL NOTES AND DIMENSIONS PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL CONFIRM AND VERIFY ELEVATIONS ACCESS COVER 30"x72" EXISTING 60" FE (RCP) OPERATOR EXISTING GATE 0' SCALE 2'4'8' UPPER PLAN 0' SCALE 2'4'8' 0' SCALE 2'4'8' SECTION B SECTION A ----- ----- EXISTING 60" FE (RCP) EXISTING 60" FE (RCP) OPERATOR EXISTING GATE ACCESS COVER 30"x72" ACCESS COVER 30"x72" PLAN NOTES WITH CONSTRUCTION ONLY. S2. REMOVE EXISTING ACCESS LADDER WHICH CONFLICTS REQUIRED FOR INSTALLATION OF NEW PIPING. SEE S1. REMOVE EXISTING CONCRETE WALL AND BENCH AS 290-R-01 290-R-01.DWG A- 46 E F F L U E N T P U M P S T A TIO N G A T E W E L L S TR U C TU R E P LA N S A N D S E C T IO N S RWW EJ B PCM S2 S2 S2S1 S1 08-370 THIS P ART O F LAD D ER LE FT IN P LACE THIS P ART O F LAD D ER LE FT IN P LACE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 N N A - - - - - - - - - - A ----- B ----- B A - - - - - - - - - - A ----- B ----- B 0’ SCALE 2’4’8’ LOWER PLAN EXISTING 60" FE (RCP) ACCESS COVER 30"x72" EXISTING 60" FE (RCP) OPERATOR EXISTING GATE 0’ SCALE 2’4’8’ UPPER PLAN 0’ SCALE 2’4’8’ 0’ SCALE 2’4’8’ SECTION B SECTION A ----- ----- EXISTING 60" FE (RCP) EXISTING 60" FE (RCP) OPERATOR EXISTING GATE ACCESS COVERACCESS COVER 290-SM-01 290-SM-01.DWG A- 47 E F F L U E N T P U M P S T A TIO N G AT E W E LL S TR U C TU R E P LA NS A N D S E C T IO N S RWW EJ B PCM INV EL 820.00 60" FE INV EL 820.00 60" FE INV EL 820.00 60" FE SEE CONCRETE COLLAR PIPE SEE PATCH OPENING AT NEW 08-370 08-290 AND GUTTER SEE DETAIL WHERE SHOWN 24" CURB NTS NTS NTS NTS MIN 4" TOPSOIL 6" HMA BASE 2" HMA SURFACING OVER UNLESS OTHERWISE SHOWN 16' 6" GRANULAR SUBBASE 2%2%BUILDINGS 1/4"/FT SLOPE AWAY FROM VARIES (4'-0" MIN) MAT AROUND BUILDING MOWING STRIP EXTENDED 6" CRUSHED STONE EXISTING GRADE SIDEWALK SHOWN STEEL EDGE IF NO FLOOR EL. BLDG. NOTED OTHERWISE UNLESS 1'-0 TYP. 6'' 1.5" RADIUS P.C. CONC. FORM GRADE ELEV. 7" 6" SLOPE NORMAL 1/2"R. 6" 7.5" 2'-0'' EXISTING DRAINAGE. WHERE REQUIRED. TO MATCH REVERSE NORMAL SLOPE2. CURB AT DRIVEWAYS. PROVIDE 3" HIGH DROP1. NOTES: C.J. AT 4' SPACING 4'' THICK CONC. W/ 0' SCALE 2'4'8' 48 A- 99-C-01Design Fil e C:\ Users\henn ess yd \Desktop \00 0 _ CAD D \Waterloo O ffice \S HE E T S\99 -C -DTL -01 .S ht, Mod el 99 -C-DTL -01 11 :40 :58 AM 2/27 /20 1 4 BS C RLB REB 3'-0" SINGLE 5'-0" DOUBLE 3'-0" 6" 6" 2'-0" SINGLE 4'-0" DOUBLE3'-6" 6" 0' SCALE 1'2' 6" NOTES: 1. 2. SIZE OF CLEANOUT SAME AS SIZE OF CARRIER PIPE UP TO 6" MAX. USE REDUCER ON CLEANOUT FOR CARRIER PIPES GREATER THAN 6" RESTRAIN ALL JOINTS IN ACCORDANCE WITH DRAWING DI PIPE NUMBER 99-C-3 NEENAH R-6663-KH OR EQUAL) R-6662-KH OR EQUAL: DOUBLE & SOLID LID (SINGLE NEENAH T HINGED, MANHOLE FRAME HEAVY DUTY CAST IRON, PROCESS CLEANOUT DETAIL 1 1 1 1 2-#5 TYP FREE DRAINING FILL CLEANOUT 6" DIP PAVED AREAS ASPHALT IN TYP #5 @ 12" O.C. DETAIL SEE MOWING STRIP IN UNPAVED AREAS 3/4" BALL VALVE W/ PLUG TAPPED BLIND FLANGE 99-C-1 4 WYE OR 45 DEG BEND 02-C-DTL-01.Sht D E T A IL S S T A N D A R D C IV IL 2. FULL DEPTH SAWCUTS REQUIRED WHERE NEW SURFACING MEETS EXISTING. 1. USE SAME DETAIL FOR EXISTING PAVEMENT REPAIR. NOTES: **NO NEW CLEANOUTS INSTALLED AS PART OF THIS PROJECT TYPICAL SIDEWALK SECTION 3ACCESS DRIVE SECTION 2 TYPICAL BLDG. MOWING STRIP DETAIL 5& GUTTER SECTION 4 TYPICAL CURB CITY O F WATE RLO O , IO WA WAS TE WATE R P O LL UTIO N CON TROL FACILITY WATERLOO , IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISION S DES DRN C HK AP P NO DRN DA TE CH K 41 3 5 TE CHN O LO G Y P ARKWAY SHEBOY G A N , WI 53 0 8 3 T 92 0 -45 8 -87 1 1 PR EPARE D BY: REB MAR. 20 1 2 MAR. 20 1 2 MAR. 20 1 2 MAR. 20 1 2 1 R EC OR D DRAWIN G D J H 2 - 4 - 1 4 NTS 6PIPE PLUG DETAIL 2'-0" 42" TO 72" ID EXISTING PIPE #5 AT 6" GRID BACKFILL - COMPACTED - TO EXISTING CONCRETE WALL 45 DEGREE INCREMENTS ANCHORED 3/4" DIA x 6" LONG HEADED STUDS AT POURED CONCRETE PLUG REQUIRED AT STRUCTURES HYDROPHILIC WATER STOP 7JUNCTION MANHOLE NO. 2 PIPE COLLAR DETAIL 42" SE (DIP) EXISTING 60" RCP RCP AND NEW DIP WITH CONCRETE FILL VOID BETWEEN EXISTING HYDROPHLIC WATER STOP MANHOLE NO. 2 JUNCTION 49 A- 99-C-02Design File C:\Documents and Settings\hennessyd\De sktop\000_CADD\W ate rloo Office\SHEE TS\99-C-DTL-01.Sht, Model 99-C-DTL-02 4:01:22 P M 2/18/2014 BS C RLB REB 1’6 " 1’6 " OR STRUCTURE EXISTING PIPE 6"MIN. DETAIL SEE STRAPING OF JOINT FOR REPAIR MIN. ALLOWED BLOCK ANCHOR THRUST TURNBUCKLE HOOK SEE TABLES II & III RESTRAINING ROD (TYP) NUTS (TYP) BOLT (TYP) SEE NOTE 13 II & III (TYP) SEE TABLES RESTAINING ROD WASHER NUT BOLTS STRAP (PLUG SHOWN) PLUG ON BELL END CAP ON SPIGOT END WIDTH TRENC H D C B SEE NOTE NO.3 SEE NOTE NO.4 MAX. 6 " BELL END TYPICAL BEDDING MATERIAL C A SEE NOTE 3 C A SEE NOTE 3CABSEE NOTE 3 90 6" D MATERIAL BEDDING PIPE EXCEEDS 6" WHERE DEPTH BELOW APPROX. 1:1 SLOPE B C BRANCH SEE NOTE 3 A 90 6" D MATERIAL BEDDING SEE NOTE 4 BRANCH SEE NOTE 7 MAX WIDTH TRENCH COVER 5’0"MIN 2’0" 10’0"MAX. DIA. PIPE NOM. 2 END DEAD BEND 90 BEND 45 1.0 1.0 2.0 3.0 4.0 5.0 6.0 8.0 9.0 13.0 20.0 29.0 39.0 51.0 64.0 2.0 1.0 3.0 3.0 5.0 7.0 7.0 11.0 13.0 19.0 29.0 41.0 55.0 72.0 91.0 1.0 1.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 10.0 16.0 22.0 30.0 39.0 49.0 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 4.0 5.0 8.0 12.0 15.0 20.0 25.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 3.0 4.0 6.0 7.0 10.0 13.0 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 102.0 128.0 110.0 144.0 181.0 2.0 1.0 3.0 4.0 5.0 7.0 9.0 12.0 14.0 20.0 31.0 44.0 60.0 78.0 98.0 1.0 1.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 10.0 16.0 23.0 31.0 40.0 50.0 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 4.0 5.0 8.0 12.0 15.0 20.0 25.0 DIA. PIPE NOM. 2 END DEAD BEND 90 BEND 45 3.0 2.0 5.0 8.0 10.0 14.0 18.0 23.0 28.0 39.0 61.0 87.0 117.0 152.0 194.0 4.0 2.0 7.0 11.0 15.0 22.0 25.0 32.0 39.0 56.0 86.0 122.0 165.0 215.0 272.0 2.0 1.0 4.0 6.0 8.0 11.0 14.0 17.0 21.0 30.0 46.0 56.0 90.0 117.0 147.0 1.0 1.0 2.0 3.0 4.0 6.0 7.0 9.0 11.0 15.0 24.0 34.0 46.0 60.0 75.0 1.0 1.0 1.0 2.0 2.0 3.0 4.0 5.0 6.0 8.0 12.0 17.0 23.0 30.0 38.0 1.0 2.0 3.0 5.0 7.0 9.0 12.0 15.0 19.0 26.0 40.0 58.0 78.0 2.0 3.0 5.0 7.0 10.0 13.0 17.0 21.0 26.0 37.0 57.0 82.0 2 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (3)3/4" (4)3/4" (4)3/4" (4) 1" (5) 1" (4)1 1/4" (6)1 1/4" (7)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (3)3/4" (4)3/4" (4)3/4" (4) 1" (5) 1" (4)1 1/4" (6)1 1/4" (7)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 (2)3/4" (2)3/4" (2)3/4" (2)3/4" (4)3/4" (4)3/4" (4)3/4" (6)3/4" (6)3/4" (8)3/4" (7) 1" (10) 1" (8)1 1/4" (11)1 1/4" (14)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (4)3/4" (4)3/4" (4)3/4" (6)3/4" (6)3/4" (8)3/4" (7) 1" (10) 1" (8)1 1/4" (11)1 1/4" (14)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (3)3/4" (2) 1" (3) 1" (3)1 1/4" (3)1 1/4" (3)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 (2)3/4" (2)3/4" (2)3/4" (4)3/4" (4)3/4" (5)3/4" (6)3/4" (8)3/4" (10)3/4" (12)3/4" (10) 1" (15) 1" (12)1 1/4" (16)1 1/4" (20)1 1/4" (2)3/4" (2)3/4" (2)3/4" (4)3/4" (4)3/4" (5)3/4" (6)3/4" (8)3/4" (10)3/4" (12)3/4" (10) 1" (15) 1" (12)1 1/4" (16)1 1/4" (20)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (3)3/4" (4)3/4" (3) 1" (5) 1" (4)1 1/4" (5)1 1/4" (6)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2)3/4" (2) 1" (2) 1" (2)1 1/4" (2)1 1/4" (2)1 1/4" 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (3)1 1/4" (3)1 1/2" (4)1 1/2" (4)1 1/2" (6)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (3)1 1/4" (3)1 1/2" (4)1 1/2" (4)1 1/2" (6)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (3)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)1 1/2" 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (4) 1" (4)1 1/8" (4)1 1/8" (4)1 1/4" (5)1 1/4" (5)1 1/2" (6)1 1/2" (8)1 1/2" (12)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (4)1 1/8" (4)1 1/8" (4)1 1/4" (5)1 1/4" (5)1 1/2" (6)1 1/2" (8)1 1/2" (12)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (3)1 1/2" (4)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)5/8" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)1 1/2" 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 DIA. PIPE NOM. END DEAD BEND 90 BEND 45 (2)5/8" (2)3/4" (2)3/4" (2)7/8" (3)7/8" (3) 1" (4) 1" (4)1 1/8" (4)1 1/8" (5)1 1/4" (7)1 1/4" (7)1 1/2" (10)1 1/2" (12)1 1/2" (16)1 1/2" (2)3/4" (2)3/4" (2)7/8" (3)7/8" (3) 1" (4) 1" (4)1 1/8" (4)1 1/8" (5)1 1/4" (7)1 1/4" (7)1 1/2" (10)1 1/2" (12)1 1/2" (16)1 1/2" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (3)1 1/4" (3)1 1/2" (3)1 1/2" (4)1 1/2" (6)1 1/2" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (3)1 1/2" (2)3/4" (2)3/4" (2)7/8" (2)7/8" (2) 1" (2) 1" (2)1 1/8" (2)1 1/8" (2)1 1/4" (2)1 1/4" (2)1 1/2" (2)1 1/2" (2)1 1/2" (2)1 1/2" 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 D MAX B B 8. 7. 6. 5. 4. 3. 2. 1. 14. 13. 12. 11. 10. 9. (2)5/8" (2)5/8" (2)5/8" (2)5/8" NOTE 4 SEE (TYP) SYSTEM PRESSURE CONDITIONS AND REQUIRED BY SOIL RESTRAINING DISTANCE CONCRETE OF 3/4 DEPTH --- SEE TABLE 1 THRUST BLOCK - - - - - - FOR PIPING 4" THRU 16" CHANGE IN GRADE IS 18" OR LESS OFFSET CASTINGS PERMITTED WHEN --- --- ------------ --- SEE NOTE 7 ------ SELECTED. MECHANICAL CONNECTORS COMPATIBILTY OF BOLTS WITH CONTRACTOR SHALL VERIFY NOTE: RESTRAINING ROD REQUIREMENTS FOR FLANGED PIPING SYSTEMS TABLE NO. III NUMBER & SIZE OF RESTRAINING RODS 100-150 PSI TEST PRESSURE NUMBER & SIZE OF RESTRAINING RODS 50-100 PSI TEST PRESSURE NUMBER & SIZE OF RESTRAINING RODS 0-50 PSI TEST PRESSURE NUMBER & SIZE OF RESTRAINING RODS 100-150 PSI TEST PRESSURE NUMBER & SIZE OF RESTRAINING RODS 0-50 PSI TEST PRESSURE RESTRAINING ROD REQUIREMENTS FOR MECHANICAL JOINT PIPING SYSTEMS TABLE NO. II THRUST AREA REQ’D FT. 100-150 PSI TEST PRESSURE THRUST AREA REQ’D FT. 50-100 PSI TEST PRESSURE THRUST BLOCK AREA REQUIRED TABLE NO. I STRAPPING DETAIL FOR DEAD END THRUST BLOCK DETAIL SECTION C-C THRUST BLOCK DETAIL FOR BENDS PLAN - 45 BEND SECTION D-D DETAIL FOR PRESSURE PIPE OFFSET SECTION B-B THRUST AREA REQ’D FT. 0-50 PSI TEST PRESSURE SECTION A-A FOR TEES THRUST BLOCK DETAIL SECTION E-E PLANPLAN - 90 BEND PLAN - 11 1/4 & 22 1/2 BENDSPLAN JOINT PIPE FOR MECHANICAL RESTRAINING ROD DETAIL A B B C C D DDDEE D D BEND 22 BEND 11 BEND 22 BEND 11 BEND 11 BEND 22 BEND 22 BEND 11 BEND 22 BEND 11 BEND 11 NUMBER & SIZE OF RESTRAINING RODS 50-100 PSI TEST PRESSURE BEND 22 BEND 11 BEND 22 BEND 11 BEND 22 BEND 22 BEND 11 RESTRAINT SYSTEM. PIPE RESEARCH ASSOCIATION FOR DESIGN AND INSTALLATION OF THE INSTALLATION OF DUCTILE IRON PIPE" PUBLISHED BY THE CAST IRON THE CONTRACTOR SHALL REFER TO THE LATEST EDITION OF "A GUIDE FOR DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. COMPATIBLE WITH THE STRENGTH OF THE RESTRAINING RODS AND THE THE CONTRACTOR SHALL SIZE ALL STRAPS, BOLTS, AND WASHERS TO BE PAINT, KOPPERS NO.505, MOBILE, OR EQUAL MISCELLANEOUS STEEL MATERIALS SHALL BE COATED WITH A BITUMASTIC SPECIFIED FOR THE PIPING SYSTEM. EXTERIOR RESTRAINING RODS AND RESTRAINING RODS SHALL BE PAINTED WITH THE SAME PAINTING SYSTEM EQUALLY SPACED AROUND THE CIRCUMFERENCE OF THE PIPE, INTERIOR SYSTEM TO THE ENGINEER FOR REVIEW. ALL RESTRAINING RODS SHALL BE SYSTEM. THE CONTRACTOR SHALL SUBMIT DETAILS OF THE RESTRAINT THE RESTRAINT RODS SHALL BE ANCHORED TO PROVIDE A RIGID PIPING IN TABLE II AND/OR TABLE III ARE CALCULATED USING ASTM A307 STEEL. IN TABLE II AND/OR TABLE III. THE NUMBER AND SIZE OF RESTRAINING RODS SHALL BE INSTALLED IN ACCORDANCE WITH THE NUMBER AND SIZE LISTED RESTRAINT RODS FOR BOTH INTERIOR AND EXTERIOR PIPING SYSTEMS FOR REVIEW, DETAILING THE SYSTEM THAT HE PROPOSES TO USE. RESTRAINT, HE SHALL SUBMIT A RESTRAINT SCHEDULE TO THE ENGINEER IF THE CONTRACTOR DESIRES TO USE ALTERNATE METHODS OF STRENGTH OF 3000 PSI. THE CONCRETE FOR BUTTRESSES SHALL HAVE A MINIMUM COMPRESSIVE NOT CAPABLE OF PROVIDING 2000 PSF BLOCK AREA SHALL BE SOIL BEARING CAPACITY. INCREASED IF THE SOIL IS REDUCE THE THRUST BLOCK AREAS SHOWN ON TABLE I. THE THRUST AVAILABLE, THE CONTRACTOR MAY, AFTER REVIEW BY THE ENGINEER, BEARING CAPACITY OF 2000 PSF. IF GREATER SOIL BEARING CAPACITY IS THE THRUST BLOCK AREA SHOWN IN TABLE I ARE CALCULATED USING A SOIL SYSTEMS. TO THE SPECIFICATIONS FOR THE PRESSURE RATING OF THE PIPING USE FOR THRUST ANCHOR BLOCKS, RESTRAINING ROD AND STRAPS. REFER CONSTRUCTION, AND SIZES OF ALL RESTRAINTS MEMBERS HE DESIRES TO OF RESTRAINT MATERIAL, DETAILS OF THE RESTRAINT AND METHODS OF CONTRACTOR SHALL SUBMIT, TO THE ENGINEER FOR THE REVIEW, A LIST CONDITIONS OR LACK OF ROOM, STRAPPING SHALL BE PERMITTED THE WHERE THRUST BLOCKS ARE NOT POSSIBLE BECAUSE OF POOR SOIL DETAIL ABOVE. CONCRETE SHALL BEAR ON THE QUADRANT OF PIPE AS A MINIMUM, SEE BLOCKING SHALL BE PRESSURE TREATED. FOR THE PRESSURE RATING OF THE PIPING SYSTEMS. HARD WOOD WITH THE CONCRETE SHOWN IN TABLE I. REFER TO THE SPECIFICATIONS OF 4", 6", 8" AND 12", PROVIDED THE AREA OF THE BLOCKING IN CONTACT OF 4", 6" AND 8" AND FOR 11 AND 22 BENDS HAVING A SIZE HARD WOOD BLOCKING MAY BE USED IN LIEU OF CONCRETE BUTTRESSES AND 45 BENDS HAVING A SIZE RATING OF THE PIPING SYSTEMS. FOR TEES, DEAD ENDS, 90 BENDS AS LISTED IN TABLE I. REFER TO THE SPECIFICATIONS FOR THE PRESSURE "B" AND "D" DIMENSIONS SHALL PROVIDE REQUIRED BLOCKING AREA ANGLE SHALL BE EQUAL TO OR LARGER THAN 45. OR LARGER THAN 45. "C" DIMENSIONS SHALL BE LARGE ENOUGH TO MAKE ANGLE EQUAL TO INTERFERING WITH THE MECHANICAL JOINTS OR THE M.J. BOLTS. "A", "B" AND "D" DIMENSIONS SHALL BE AS LARGE AS POSSIBLE WITHOUT BENDS SHALL BE RESTRAINED BY THRUST BLOCKS AS DETAILED. AND RESTRAINING RODS, OR A COMBINATION OF BOTH. THE BOTTOM RESTRAINING RODS AND STRAPS, CONCRETE THRUST ANCHOR BLOCKS VERTICAL OFFSETS ARE MADE , THE TOP BEND SHALL BE RESTRAINED BY BY MEANS OF A THRUST BLOCK AS DETAILED ON THIS SHEET. WHERE WHERE A HORIZONTAL BEND IS MADE, THE PIPING SHALL BE RESTRAINED 02-C-DTL-01.Sht D E T A IL S S T A N DA R D C IV IL NOTES: CITY O F WATERLO O , IO WA WAS TEWATER P O LLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CH K 4135 TECHNOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR. 20 12 MAR. 20 12 MAR. 20 12 MAR. 20 12 1 R EC OR D DRAWIN G D J H 2 - 4 - 1 4 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 STRUCTURE WALL. ACTION OF THE SOIL, BEGIN COMPACTION OF EACH LAYER AT THE 5. TO MINIMIZE LATERAL FORCES AGAINST THE STRUCTURE DUE TO WEDGING DESIGN STRENGTH. IN PLACE TO BRACE WALL AND SUCH CONSTRUCTION HAS REACHED ITS ONLY AFTER CONSTRUCTION SUCH AS CROSS WALLS, BEAMS OR SLABS ARE 4. PLACE FILL AGAINST FOUNDATION WALLS ENCLOSING INTERIOR SPACES 3. PLACE FILL SIMULTANEOUSLY ON BOTH SIDES OF FREE-STANDING STRUCTURES. 2. PLACE FOOTINGS ON NATURAL UNDISTURBED EARTH OR STRUCTURAL FILL. 3500 PSF INVESTIGATION BY AECOM: 1. NET SOIL BEARING CAPACITIES PER GEOTECHNICAL FOUNDATIONS EQUIVALENT LATERAL FORCE PROCEDURE K. ANALYSIS PROCEDURE J. SEISMIC RESPONSE COEFFICIENT, Cs .048 I. RESPONSE MODIFICATION FACTOR, R 2 H. DESIGN BASE SHEAR 344 PLF SHEAR WALLS G. BASIC SEISMIC FORCE RESISTING SYSTEM ORDINARY REINFORCED MASONRY A R. SEISMIC DESIGN CATEGORY 2. SD1 0.066 1. SDS 0.076 E. SPECTRAL RESPONSE COEFFICIENTS: D D. SITE CLASS 0.041 2. S1 0.071 1. Ss C. MAPPED SPECTRAL RESPONSE ACCELERATIONS: B. IMPORTANCE FACTOR, I 1.25 50702 A. ZIP CODE 3. SEISMIC DESIGN DATA: +22 & -22 PSFDESIGN WIND PRESSURE(GROSS) 5. COMPONENTS AND CLADDING +/- 0.18 4. INTERNAL PRESSURE COEFF, GCpi C 3. WIND EXPOSURE 1.15 2. IMPORTANCE FACTOR, I 90 MPH, ASCE 7-05 1. BASIC WIND SPEED, V H. WIND LOAD: 1.0 5. THERMAL FACTOR, Ct 1.1 4. IMPORTANCE FACTOR, I 1.0 3. SNOW EXPOSURE FACTOR, Ce 23.1 PSF+DRIFT 2. FLAT ROOF SNOW LOAD, Pf 30 PSF 1. GROUND SNOW LOAD, Pg G. ROOF SNOW LOAD: III F. OCCUPANCY CATEGORY OF BUILDINGS 1000 LBS CONCENTRATED 100 PSF OR E. STAIRS AND WALKWAYS (SEE EQUIPMENT SCHEDULES) D. MECHANICAL EQUIPMENT: VERIFY WITH EQUIPMENT SUPPLIER. (ROOF SUPPORTED EQUIPMENT AND PIPING ADDITIONAL) 15 PSF C. ROOFING DEAD LOAD 20 PSF B. ROOF LIVE LOAD 100 PSF A. FLOOR LIVE LOADS 2. SUPERIMPOSED DESIGN LOADS: INTERNATIONAL BUILDING CODE, 2009 EDITION 1. DESIGN AND CONSTRUCT IN CONFORMANCE WITH THE DESIGN CRITERIA APPLY TO THE ENTIRE PROJECT UNLESS SPECIFICALLY STATED OTHERWISE. 1. THE GENERAL STRUCTURAL NOTES AND STANDARD STRUCTURAL DETAILS 08-001GENERAL STRUCTURAL NOTES ASTM C476 (2500 PSI MIN) C. MASONRY GROUT TYPE S (1800 PSI) B. MORTAR 1900 PSI A. CMU COMPRESSIVE STRENGTH, f’m 7. MATERIALS 6. BRACE MASONRY WALLS UNTIL ROOF OR FLOOR SYSTEM IS IN PLACE. FROM BOTTOM OF LINTEL TO BOTTOM OF WALL. REINFORCE CORES WHERE NOTED. 5. FILL JAMB CORES OF OPENINGS OVER 3’-0" WIDE WITH MASONRY GROUT MAXIMUM UNLESS OTHERWISE NOTED. 4. PROVIDE HORIZONTAL MASONRY REINFORCEMENT IN WALLS AT 16" O.C. TOP OF BUILDINGS, REINFORCED WITH 2-#5 BARS. 3. UNLESS OTHERWISE SHOWN, PROVIDE A CONTINUOUS BOND BEAM AROUND THE UNLESS NOTED OTHERWISE. AND BOND BEAM LINTELS AND 6" BEARING AT EACH END FOR ANGLE LINTELS 2. PROVIDE A MINIMUM OF 8" BEARING AT EACH END FOR STEEL BEAM LINTELS APPROXIMATELY 1" LESS THAN WALL THICKNESS. STEEL ANGLE LINTEL WITH A TOTAL WIDTH OF HORIZONTAL LEGS LINTEL SCHEDULED SHALL HAVE A BOND BEAM WITH 2-#5 BARS OR DOUBLE 1. MASONRY OPENINGS LESS THAN 4’-0" IN WIDTH THAT DO NOT HAVE A MASONRY REQUIREMENTS. COORDINATED BY CONTRACTOR. VERIFY WITH EQUIPMENT MANUFACTURER’S 16. EQUIPMENT PAD AND CURB LOCATIONS, DIMENSIONS AND HEIGHTS TO BE 15. CHAMFER EXPOSED EDGES OF CONCRETE 3/4" UNLESS OTHERWISE NOTED. PROVIDED THAT THE MINIMUM THICKNESS OR DEPTH IS MAINTAINED. ALTERNATE, BOTTOM OF THE SLAB OR BEAM MAY BE POURED LEVEL THE SLAB OR BEAM TO MAINTAIN THE THICKNESS OR DEPTH NOTED. AS AN PITCH THE BOTTOM OF THE SLAB OR BEAM TO MATCH THE TOP SLOPE OF SLABS AND DEPTH OF BEAMS SHALL BE AS DIMENSIONED ON THE DRAWINGS. 1/8"/FT. OR AS SHOWN ON THE DRAWINGS. MINIMUM THICKNESS OF 14. PITCH ALL FLOORS TO FLOOR DRAINS AND GUTTERS A MINIMUM OF AMPLITUDE OF 1/4" MIN. WHERE ROUGHENED SURFACE IS USED, THE SURFACE SHALL HAVE AN 13. CONSTRUCTION JOINTS SHALL HAVE KEYS OR ROUGHENED SURFACES. SYSTEM UNLESS OTHERWISE INDICATED ON DRAWINGS. 12. BEAMS SHALL BE PLACED MONOLITHICALLY AS PART OF SLAB OR WALL MIDDLE THIRD OF WALL HEIGHT. WALLS. HORIZONTAL JOINTS IN WALLS SHALL BE LOCATED WITHIN OF ONE-HALF WALL HEIGHT FROM CORNERS OR OTHER INTERSECTING 11. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED A MINIMUM WALLS MAY BE LOCATED AT CENTER OF WALL WITH ENGINEER’S APPROVAL. THIRD OF SPAN. CONSTRUCTION JOINTS IN FLOORS SUPPORTED BY 10. CONSTRUCTION JOINTS IN FLOORS SHALL BE LOCATED WITHIN MIDDLE BE REMOVED. AND LAITANCE REMOVED AND SURFACE WETTED. STANDING WATER SHALL 9. BEFORE CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE CLEANED POURS SHALL NOT EXCEED 60 FT. 8. LIMIT SIZE OF CONCRETE POURS. MAXIMUM LENGTH OF WALL AND SLAB BY ENGINEER. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED 7. UNLESS OTHERWISE NOTED, CONSTRUCTION JOINTS SHOWN ARE OPTIONAL. THE DRAWINGS. 6. PROVIDE WATERSTOP IN CONSTRUCTION JOINTS AT LOCATIONS SHOWN ON CLASS A F’c=4500 PSI B. ALL LOCATIONS EXCEPT WHERE CLASS B IS SPECIFIED: CLASS B F’c=3000 PSI A. TANK FILLETS, INTERIOR EQUIPMENT BASES,AND WHERE NOTED: 5. CONCRETE: BY ENGINEER. 4. DO NOT WELD OR FIELD BEND REINFORCING BARS, EXCEPT AS APPROVED 3. PLACE DOWELS BEFORE PLACING CONCRETE. B. #7 TO #11 BARS 1 1/2 INCHES A. #6 BARS AND SMALLER 1 INCHES 3. WALLS: B. PRIMARY REINFORCEMENT 2 INCHES A. STIRRUPS, SPIRALS AND TIES 1 1/2 INCHES 2. BEAMS AND COLUMNS: B. #7 TO #11 BARS 1 1/2 INCHES A. #6 BARS AND SMALLER 1 INCHES 1. SLABS: C. NOT EXPOSED TO EARTH, WEATHER OR WATER: TOP OF FOOTINGS AND BASE SLABS 2 INCHES FORMED SURFACES 2 INCHES 4. FOOTINGS AND BASE SLAB: 3. WALLS 2 INCHES B. PRIMARY REINFORCEMENT 2 1/2 INCHES A. STIRRUPS AND TIES 2 INCHES 2. BEAMS AND COLUMNS: 2 INCHES 1. SLABS B. EXPOSED TO EARTH, WEATHER OR WATER: 2. MUD SLAB 2 INCHES 1. EARTH 3 INCHES A. CAST AGAINST: 2. UNLESS OTHERWISE SHOWN PROVIDE COVER FOR REINFORCEMENT AS FOLLOWS: A. DEFORMED BARS ASTM A615-GRADE 60 1. REINFORCING STEEL: CONCRETE FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. 3. SUBMIT THE SIZE AND LAYOUT OF OPENINGS IN SLABS FOR MCC UNITS STARTING CONSTRUCTION AND/OR FABRICATION. 2. VERIFY PERTINENT EXISTING CONDITIONS AND DIMENSIONS BEFORE ARCHITECTURAL, PROCESS, PLUMBING, HVAC & ELECTRICAL DRAWINGS. 1. FOR ADDITIONAL OPENINGS, ANCHORS AND EMBEDDED ITEMS SEE MISCELLANEOUS WITH PATCHING MORTAR TO MATCH ADJACENT SURFACE. COVER ROUGH SURFACE OF REMOVAL. PATCH BACK TO FINISHED SURFACE FINISHED SURFACE AT ANY LOCATION WHERE NEW CONCRETE PAD WILL NOT 2. REMOVE CONCRETE AND REINFORCEMENT A MINIMUM OF 1" BEYOND PATCHING MORTAR TO MATCH EXISTING. A MINIMUM OF 1" BEYOND FINISHED SURFACE AND PATCH SURFACE WITH 1. REMOVE ALL CONCRETE ANCHORS, ANCHOR BOLTS AND OTHER EMBEDMENTS REMOVALS ACCORDANCE WITH THE SPECIFICATIONS. 8. PROTECT ALUMINUM SURFACES IN CONTACT WITH OTHER MATERIALS IN A.W.S. REQUIREMENTS. 7. WELD STRUCTURAL STEEL WITH E70 ELECTRODES IN ACCORDANCE WITH 6. CAST IRON ASTM A48, CLASS 35B 5. CONNECTION BOLTS FOR ALUMINUM STAINLESS STEEL 2. SUBMERGED STAINLESS STEEL 1. NON SUBMERGED ASTM A307 GALVANIZED 4. ANCHOR BOLTS: 1/2" MINIMUM DIA: 3. CONNECTION BOLTS FOR STEEL MEMBERS ASTM A325 A. SHAPES AND PLATES ALLOY 6061-T6 OR 6063-T6 2. ALUMINUM: 4. CAST-IN-PLACE ANCHOR BOLTS AISI, TYPE 302, 303 OR 304 3. INTERIOR AND ARCHITECTURAL USES AISI, TYPE 304 2. INDUSTRIAL USES AISI, TYPE 316 1. EXTERIOR AND SUBMERGED USES AISI, TYPE 316 H. STAINLESS STEEL: G. PLATES AND BARS ASTM A36 F. PIPE SHAPES ASTM A53, GRADE B, 35 KSI E. HSS ROUND SHAPES ASTM A500, GRADE B, 42 KSI D. HSS SQUARE AND RECTANGULAR SHAPES ASTM A500, GRADE B, 46 KSI C. L SHAPES ASTM A36 B. S, C AND MC SHAPES ASTM A36 A. W SHAPES ASTM A992, 50 KSI 1. STRUCTURAL STEEL SHAPES: METALS LENGTH DEVELOPMENT 7 HOOK STANDARD SPLICE AND ANCHORAGE LENGTH (INCHES) 11111 10 9 8 7 6 5 4 3 IN-POUND SIZE BAR mm METRIC 6685 6078 547091 486281 425471 293749 243141 15192533 1925 LENGTH 08-010 DEVELOPMENT LAP LENGTH LAPPED SPLICE LENGTH PLAIN BAR MINIMUM REINFORCEMENT COMPRESSION SIZE BAR 15 101 36 32 29 25 22 19 16 13 10 OTHERS OTHERSTOP BARSTOP BARS HOOKS SHALL BE ACI STANDARD UNLESS OTHERWISE NOTED.6. COMPRESSION LAP LENGTH FOR VERTICAL COLUMN BARS ONLY.5. WHERE END HOOK IS NOT SHOWN, UNLESS OTHERWISE NOTED. DEVELOPMENT LENGTH IS MINIMUM LENGTH OF EMBEDMENT FOR STRAIGHT DOWELS 4. BAR UNLESS NOTED OTHERWISE. WHEN LAPPING TWO DIFFERENT SIZE BARS USE THE LAP LENGTH OF THE SMALLER 3. FOR BARS SPACED LESS THAN 6 BAR DIAMETERS OC INCREASE LENGTH BY 25%. 2. IS CAST IN THE MEMBER BELOW THE BAR. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE 1. NOTES: 6 12 9 19 11 23 12 27 14 30 16 34 17 38 19 4285 78 70 62 54 37 31 25 19 99-S-01 99-S-01.DWG 52 S T R UC T U R AL S T A N D AR D DE TA ILS SDR SDR DRE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 SEE NOTES 1-#5 EF (D+3") 2(D+LD) 08-010 CIRCULAR OPENING 08-020 D 2 (D+ LD) H B/ 2+ LD B B/ 2 + LD H/2+LDH/2+LD NOTES: RECTANGULAR OPENING NTS 1. THESE DETAILS APPLY TO ALL OPENINGS IN CONCRETE WALLS AND SLABS SEE NOTES 2. THE AREA OF ADDITIONAL REINFORCING REQUIRED IN EACH FACE ON EACH SIDE OF AN OPENING SHALL EQUAL OR EXCEED ONE-HALF OF THE AREA OF THE INTERCEPTED BARS IN EACH FACE, IN EACH DIRECTION, RESPECTIVELY WITH UNLESS OTHERWISE INDICATED IN THE DRAWINGS. WHEN LARGEST OPENING DIMENSION IS GREATER THAN TWO TIMES SECTION THICKNESS OR GREATER THAN REINFORCING SPACING IN THE SECTION, A MINIMUM OF 1-#5 BAR EACH FACE. 4. LD=EMBEDMENT LENGTH. SEE AT OPENINGS IN WALLS AND SLABS ADDITIONAL REINFORCEMENT 3. PLACE THE ADDED BARS IN THE SAME LAYERS AS THE WALL OR SLAB REINFORCING. 1-#5 X 3’-0" EF HORIZONTAL REINFORCEMENT DETAIL NTS MAIN HORIZ REINF OF REINF TO MATCH T-INTERSECTION-1 LAYER T-INTERSECTION-2 LAYERS MAIN HORIZ REINF CORNER REINF TO MATCH 08-030 SIZE AND SPACING SIZE AND SPACING OF T/2 CLR AS NOTED W/O WATERSTOP 3" CLR W/ WATERSTOP 1 1 / 2 " T REINF AS NOTED REINF AS NOTED CONSTRUCTION JOINT DETAILS NTS 8" MAX 08-300 BASE OF WALL JOINT WITHOUT KEYWAYWITH KEYWAY SURFACE ROUGHENED NOTED WHERE WATERSTOPT/2+/- 3", 10" < T < 15" 4", 15 < T < 20" 2", 8" < T < 10" 1 1/2", T < 8" SLAB/WALL JOINT PROVIDE FULL DEPTH KEY BETWEEN BARS. IF KEY DEPTH EXCEEDS COVER ON REINFORCING T (W/O WS) (W/ WS) 3/4" CHAMFER ON 3/ 4", T 1 6 " OF WALLS ONLY EXPOSED FACES OR SLAB LESS THAN 12" THICK. DO NOT USE KEYWAY WHEN WALL JOINT IN WALLS OR SLABS 1 1/ 2", T 1 6 3T/8 3T/8T/4 NOTED WHERE WATERSTOP SURFACE ROUGHENED T/4T/4 T/2 T/2 T/2 T T REINFORCING SEE FOR TYPICAL COLUMN NOTE: C1 08-310 ELEV BOT ELEV 08-311 CONCRETE COLUMN SCHEDULE TYPE C REMARKSTYPETOP MARK COLUMN BARS VERTICAL TIESSIZE 3 " 3 " NO COL ABOVE) STD HOOK (WHEN BEAM OR SLAB IN SHALLOWEST LOWEST REINF MAX NTS 08-311COLUMN REINFORCING DETAIL 08-010MAX 1/2 TIE SPACING MAT OF REINF VERTICAL REINF REINF AS NOTED SEE COMPRESSION LAP LENGTH BOT EL TOP EL TIE TO BOTTOM DOWELS TO MATCH ELEVATION THICKNESS OR B EAM SLAB SEE #5@24" 08-290 FACE OF PIPE FLUSH TO INSIDE 08-385 BONDING COMPOUND AND APPLY CLEAN SURFACE 1’-4" WATERSTOP BENTONITE NEW PIPE EXISTING WALL CUT OPENING IN WATERSTOP BENTONITE 2-#5 TO EXISTING WALL CONNECTION OF NEW PIPE OD 1 ’- 4" 1’- 4 " NTS C 12x12 841.50 834.33 8-#6 #4@9" 99-S-02 99-S-01.DWG 53 S T R UC T U R AL S T A N D AR D DE TA ILS SDR SDR DRE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 08-315 A B A RIGHTSKETCHLEFTREINFORCEMENT CONCRETE BEAM SCHEDULE CL CLCLCLCLFGRUPSCLBCDE &.08-31708-316 STIR-REMARKS SIZE AW X DMARK B1 B3 00 - STRUCTURE NAME NOTES: ON WHICH FRAMING PLAN IS DRAWN, UNLESS NOTED OTHERWISE. 3. THE BEAM DEPTH NOTED IS MINIMUM REQUIRED. CONTRACTOR SHALL INCREASE DEPTH AS 2. FOR TYPICAL BEAM REINFORCEMENT SEE 1. LEFT SUPPORT IS DESIGNATED AS THE SUPPORT CLOSEST THE LEFT SIDE OR BOTTOM OF SHEET REQUIRED TO PROVIDE FOR FLOOR AND/OR ROOF SLOPES. B 6" MIN NTS 08-316BEAM REINFORCING DETAIL BEAM POCKET AT WALL MAX TYP NOTE: WALL REINFORCING SHALL BE CONTINUOUS THRU BEAM POCKETS. BOTTOM BARS MAY BE SPLICED AT SUPPORT. TOP BARS MAY BE SPLICED AT MID SPAN. SEE SPECIFICATIONS IN WALL AS REQ’D PROVIDE WATERSTOP C SUPPORT (BEAM IS CONTINUOUS) 1/2 STIRRUP SPACING BOTTOM BARS L LC SUPPORT (BEAM IS DISCONTINUOUS) L1 L2 STIRRUPSSTIRRUPS TOP BARS (L2)/3(L1)/3(L1)/4 D SIDE BARS STIRRUPS #5@12" FOR D 30" TOP BARS 08-317 NTS BOTTOM BARS TYPICAL BEAM SECTION W BEAM WITH SLAB VARIES WITH #4@12" (CAST-IN-PLACE #3@12" NOTE: FOR EQUIPMENT PAD WITH ANCHOR BOLTS SEE SELECTED EQUIPMENT 3 1 / 2 " MIN NTS 08-342 08-340 6" MIN 3/4" CHAMFER LEAVE ROUGH, CLEAN & SLAB, FOR THICKNESS SEE PLANS APPLY BONDING COMPOUND CONSTRUCTION JOINT EQUIPMENT PAD DETAIL OR DRILLED & GROUTED) CLR #5@9" MIN 4 PER BASE AND PIPING (5 1/2" MIN) IF PAD IS OF INSUFFICIENT EQUIPMENT PAD DETAIL NTS 08-342 SEE PLANS SLAB, FOR THICKNESS 1 1/ 2 " 3/4" CHAMFER #5@9" TYP THICKNESS TO PROVIDE EMBEDMENT ANCHOR BOLT, PLACE IN SLAB CLEAN & APPLY BONDING COMPOUND CONSTRUCTION JOINT LEAVE ROUGH, AS REQUIRED FOR EQUIPMENT CLR MIN #4@18" EW 5" 0" @ OTHER 1/2" PJF @ SIDEWALK 2" MIN @ SIDEWALK 1’-0" 1’-0" MIN 4" T/ FLOOR 1/4" /FT 4’- 6 " 2 " 8" CORRUGATED METAL FORM B/ FORMING AND #4@12" 6" MIN VOID BETWEEN T/ GROUND 08-360 #4@12" 3" 2#4 BARS CONT T&B 1-#4 EACH END WALL CLR #4@18" 4-#4 BARS T/ EA END WALL KEYS@16" 1 1/2"X 8" NTS DOOR STOOP DETAIL NOTE: WHERE STOOP LENGTH NOTED IS GREATER THAN 6’-0" PROVIDE ADDITIONAL END WALLS AT 6’-0" OC. 12x20 3-#6 3-#6 #4@6" 18x20 4-#6 5-#7 #4@8" A BB212x183-#6 3-#6 #4@6" AS SHOWN IN PLANS OR WITH 6" BEARING PRECAST - 14’ LONG 99-S-03 99-S-03.DWG 54 S T R UC T U R AL S T A N D AR D DE TA ILS SDR SDR DRE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 EXISTING STRUCTURE EPOXY GROUT ROUGHEN SURFACE, CLEAN AND APPLY BONDING COMPOUND DOWEL BAR AS NOTED NEW CONSTRUCTION "D" 08-385 08-010 "X" NTS NOTES: DRILLED IN DOWEL DETAIL LAPPED SPLICE LENGTH SEE 2. HOLE DIAMETER "D" = AS RECOMMENDED BY EPOXY GROUT MFR. 1. EMBEDMENT "X" = 16 BAR DIAMETERS MIN. BOND BEAM BOND BEAM REINF MATCH REINF CORNER LAP SPLICE 08-010SEE INTERSECTION DOWELS TO MATCH REINF 08-010 LAP SPLICE SEE NTS BOND BEAM REINFORCEMENT DETAIL (FILL W/ MASONRY GROUT) CORNER BAR & DOWELS TO 08-400 MITERED CORNER 08-451 FOUNDATION MASONRY GROUT FILL CORE WITH NTS REINFORCED MASONRY DETAIL 1-BAR FULL HEIGHT LAPPED EMBEDDED 1’-0" INTO CONC NOTES: 1. REINFORCING SIZE AND SPACING AS NOTED. WITH MATCHING DOWELS DRILL & GROUT PRECAST CONC HOLLOW CORE PLANK 1-#4@4’-0" OC MAX VARIES SEE PLANS JOINT 1" GROUTED 2’-0" BOND BEAM REINF W/ 2-#5 DRY PACK GROUT 1-#4 AT EA KEY BOND BEAM PRECAST CONC HOLLOW CORE PLANK CAULK WHEN EXPOSED JOINT VARIES SEE PLANS NON-BEARING END 1" GROUTED 08-462 BEARING PAD NTS BEARING END INTERIOR PRECAST BEARING DETAIL REINF W/ 2-#5 SAW CUT 1" DEEP FILL WITH NONSHRINK GROUT ON EXPOSED SURFACES NEW OPENING AS REQUIRED TYPSEE08-385 #5 EF DRILL & GROUT 08-370 12" MAX NTS EXISTING WALL OR SLAB #5 EA FACE TYP 6" MIN 14" OR GREATER. 2. PROVIDE ADDITIONAL REINFORCEMENT AS SHOWN FOR NEW OPENINGS 1. PRESERVE AND BEND EXISTING REINFORCING TO CLEAR NEW OPENING. NOTES: ELEVATION SECTION AND REMOVE CONCRETE FULL DEPTH HYDROPHILIC WATERSTOP TYP NEW PIPE THRU ONE BAR SIZE LARGER LC BOX OUT 1 1/2" TYP SIDE GUIDE EMBEDDED SLIDE GROUT BOX OUT DETAIL TO BE VERIFIED WITH SLIDE GATE MFR SLIDE GATE GATE SIDE GUIDE NONSHRINK SURFACE INVERT GROUT NONSHRINK 1 1 SILL BOX OUT DETAIL TO BE NTS VERIFIED WITH SLIDE GATE MFR BOX OUT AT SLIDE GATE 08-377 BAR SIZE AND SPACING SEE MAIN SECTIONS FOR SLIDE GATE SLIDE GATE SILL ROUGHENED THAN BAR CUT AT BOX OUT ADDITIONAL BAR TO BE SURFACE ROUGHENED 99-S-04 99-M-01.DWG A- 55 S T R UC T U R AL S T A N D AR D DE TA ILS SDR SDR DRE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 REMARKS 08-510 TYPEDESCRIPTIONMARK LINTEL SCHEDULE 08-512L-1 & L6X4X3/8 LLH W8x21 W/ 7/16" PLATE NOTES: UNLESS NOTED OTHERWISE. STEEL ANGLE LINTEL WITH A TOTAL WIDTH OF HORIZONTAL LEGS APPROXIMATELY 1" LESS THAN WALL THICKNESS. LINTEL SCHEDULED SHALL HAVE A BOND BEAM WITH 2-#5 BARS OR DOUBLE 1. MASONRY OPENINGS LESS THAN 4’-0" IN WIDTH THAT DO NOT HAVE A 2. PROVIDE A MINIMUM OF 8" BEARING AT EACH END FOR STEEL BEAM LINTELS AND BOND BEAM LINTELS AND 6" BEARING AT EACH END FOR ANGLE LINTELS 8" BEARING EACH END, SEE OF WALL INTERIOR FACE MASONRY UNIT CENTER ON CONCRETE STEEL BEAM AS NOTED EA END ANCHOR BOLTS 2-5/8" DIA X 1’-4" 1 1 1/2" 1/4" 3/8" AS NOTED STEEL ANGLE STEEL LINTEL DETAIL 4" -12" AS NOTED STEEL PLATE NTS 08-512 AT 32" OC EACH END AND 1/4" GUSSET PLATES OF WALL EXTERIOR FACE 08-560 HINGED SIDE (TYPICAL) NUMB ER R EMAR KS 260-CC-1 NOTES: 1. 2. 3. 4. PROVIDE HOLD OPEN DEVICE. NUMB ER- CC MANUFAC TUR ER MATE RIAL C ATALOG S IZ E (INC HES) SEE NO TE # 1 VERIFY SIZE WITH EQUIPMENT SUPPLIED.5. CONSTRUCTION CASTING AND ACCESS HATCH SCHEDULE FOR EQUAL MANUFACTURER’S SEE SPECIFICATIONS. HATCH TO WITHSTAND 20 PSI INTERNAL PRESSURE. PROVIDE COUNTERSUNK HEX HEAD SS MACHINE BOLTS. TOP CONNECTION BOTTOM CONNECTION 30X48 AL ANCHORS @ 18" OC 3/4" DIA SS CONCRETE 2 1 / 2" 4" CHANNEL MOUNTED NTS 08-561STOP PLANK GROOVE DETAIL MAX 1/2" CLR L3X2X1/4 LLV SUPPORT ANGLE GRATING MAX TYP 1/4" CLR W/ ANCHOR SUPPORT ANGLE 1/4" CLR MAX 1/2" DIA CONCRETE ANCHORS @ 18" OC 2. 1. NOTES: NTS 3. SUPPORT MATERIAL TO MATCH GRATING MATERIAL GRATING MAY BE CONTINUOUS OVER INTERIOR SUPPORT PROVIDE GRATING SUPPORTS ALL AROUND OPENING UNLESS OTHERWISE NOTED. GRATING SUPPORTS AS UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. GRATING SUPPORT DETAIL 08-540 REQUIRED BY GRATING SUPPLIER 1" C12X10.37 1" TREADS AS SPECIFIED 08-580 NOTE: OF BOLTS PLATE 3/8X3 AND SPACING SEE MFR FOR SIZE NONSHRINK GROUT 2. RAILING NOT SHOWN. 1. SPACE STRINGER 3’-2" CLEAR MIN OR AS NOTED. 3. SEE DWGS FOR SIZE AND NUMBER OF RISERS AND TREADS. 3/16 ANCHORS 3/4" DIA CONCRETE PLATE 3/8 CLOSURE NTS ALUMINUM STAIR DETAILS OR SLAB CONCRETE BEAM CONCRETE ANCHORS 2-3/4" DIA WELD TO STRINGER 3/8X4 BENT PLATE 3/8 CLOSURE PLATE HALLIDAY CHANNEL WALL EMBEDDED INVERT ONE BAR SIZE LARGER THAN BAR CUT AT BOX OUT ADDITIONAL BAR TO BEBASE SLAB NOTE: DETAIL TO BE VERIFIED WITH STOP PLANK MANUFACTURER. S1S030048CBD 99-S-05 99-S-05.DWG A- 56 S T R UC T U R AL S T A N D AR D DE TA ILS SDR SDR DRE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 AS NOTED TS3X3X1/4 ANCHOR TO WALL W/ L3X3X3/8 AND C12X10.37 W/ L2X2X1/4, TYP 3/8" PLATE 2-3/4" DIA CONC ANCHORS W/ 2-3/4" DIA BOLTS CONCRETE ANCHORS 3/8" PLATE W/ 2-3/4" DIA L3X2X3/8 SEE 08-540 GRATING C6X3.63 ANCHORED TO 4 " ANCHORS 2-3/4" DIA CONCRETE SEE MFR FOR SIZE AND SPACING OF BOLTS WALL W/ L3X3X3/8 AND NOTES: OF RISERS AND TREADS. 2. SEE DRAWINGS FOR SIZE AND NUMBER 1. SPACE STRINGERS 3’-2" CLEAR MIN. 3. HANDRAIL NOT SHOWN. MEMBERS AND ALUMINUM GRATING. 4. STAIRS TO BE CONSTRUCTED OF ALUMINUM 08-585 1" TREADS AS SPECIFIED C12X10.37 TYP 1" 3/16 3/8 CLOSURE PLATE ANCHOR NTS 3/4" DIA CONC GROUT NONSHRINK NOSING SIMILAR TO TREADS ALUMINUM STAIR DETAIL 3/8 CLOSURE PLATES, TYP PLATE 3/8X3 8" MIN TYP #4 TIES @ 24" CLASS "B" CONC 7-#4 08-900 TYP 3" CLR NTS PIPE ENCASEMENT DETAIL 3" CHAMFER UNLESS SS PLATE 1/4" MIN WEIR EL 3" 3 1/ 2 " SECTION L 08-620 OTHERWISE NOTED ELEVATION AS RECOMMENDED HOLE, TYP 2 1/2" SQ 9" 2 1/ 2 " BY MFR (2’-0" MAX) NTS WEIR DETAILS BOLT SEALANT STRAIGHT EDGE WEIR C ANCHOR NOTE: USE STRAIGHT EDGE WEIR UNLESS OTHERWISE NOTED. 1/2" SS CONC ADHESIVE ANCHOR SEALANT HOLE SEALANT 2 1 / 2 " 1 1/2" ANCHOR BOLT FOR WEIR PLATES 4 1/2" MIN 2 1/2" SQ WEIR PLATE SS COVER PLATE 5" SQ X1/4" W/ 5/8" BOLT HOLE SS NUT & WASHER AND EYE BOLT 4 " TACK WELD NUT TO PLATE 3/8" PLATE X 8"X 8" (GALV) 08-820 EYE BOLT W/ MIN 2" DIA EYE 1" DIA GALV THREADED FOR HOOK AT JOINT NTS PRECAST PLANK DO NOT CUT REINFORCING STRANDS IN PRECAST WHEN DRILLING HOLE EYE ROD WELDED HOIST HOOK DETAIL NOTE: LOCATION OF HOIST HOOK TO BE FIELD VERIFIED WITH EQUIPMENT SUPPLIED. AS NOTED BASE MAT 99-S-06 99-S-06.DWG A- 57 S T R UC T U R AL S T A N D AR D DE TA ILS SDR SDR DRE CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 EXISTING WALL. REQUIREMENTS IN FOR NEW OPEINING SEE DETAIL CONCRETE WALL NEW OR EXISTING4’-0" FOR PIPE SIZE > 24" 3’-0" FOR PIPE SIZE 14" TO 24" 2’-0" FOR PIPE SIZE < 12" MECHANICAL JOINT COUPLING OR FOR STUD BOLTS TAPPED BELL FLANGE ACCORDANCE WITH SPECIFICATIONS COLLAR IS ACCEPTABLE IF IN WELDED ATTACHMENT OF SEE DETAIL »¿LOCATED AT OF INTEGRALLY CAST COLLAR DIP EARTH SIDE FLANGED PIPE FOR STUD BOLTS TAPPED FLANGE NTS DUCTILE IRON, MJ/FLG WALL PIPE 06-100 08-370 06-105 EARTH SIDE TAPPED BELL FLANGE COUPLING OR DIP FOR STUD BOLTS NEW OR EXISTING CONCRETE WALL. SEE DETAIL FOR NEW OPENING REQUIREMENTS IN EXISTING WALL. NTS 06-101 4’-0" FOR PIPE SIZE > 24" 2’-0" FOR PIPE SIZE < 12" 3’-0" FOR PIPE SIZE 14" TO 24" MECHANICAL JOINT WALL PIPE SEE DETAIL ACCORDANCE WITH SPECIFICATIONS. COLLAR IS ACCEPTABLE IF IN WELDED ATTACHMENT OF INTEGRALLY CAST COLLAR DUCTILE IRON, MJ/PLAIN END »¿LOCATED AT OF 06-105 08-370 DRAWINGS (TYP) AS SHOWN ON END CONNECTION NTS EXISTING WALL. REQUIREMENTS IN FOR NEW OPENING DETAIL CONCRETE WALL. SEE NEW OR EXISTING SHOWN ON DRAWINGS 9"UNLESS OTHERWISE 06-104 WALL PIPE DUCTILE IRON ACCORDANCE WITH SPECIFICATIONS. WELDED ATTACHMENT OF INTEGRALLY CAST COLLAR COLLAR IS ACCEPTABLE IF IN SEE DETAIL »¿LOCATED AT OF 06-105 08-370 WALL AND FLOOR PIPE DUCTILE IRON COLLAR DIMENSIONS NTS PIPE DIA NOMINAL CT 63.00 56.50 49.50 43.00 36.50 30.25 25.75 23.75 21.75 19.50 16.50 14.50 12.50 10.00 8.00 1.50 1.25 1.25 1.00 1.00 54 24 20 0.75 0.75 0.75 0.75 0.75 0.50 0.50 0.50 0.50 0.50 12 10 4 MINIMUM DIMENSIONS DIAMETERTHICKNESS (INCHES)(INCHES)(INCHES) 48 42 36 30 18 16 14 8 6 C T 06-105 DUCTILE IRON, FLG/FLG EXISTING FLOOR SLAB. CONCRETE FLOOR. SEE INTEGRALLY CAST COLLAR WELDED ATTACHMENT OF COLLAR IS ACCEPTABLE IF IN REQUIREMENTS IN FOR NEW OPENING NEW OR EXISTING SEE DETAIL DETAIL NTS ACCORDANCE WITH SPECIFICATIONS. FLOOR PIPE 06-154 SHOWN ON DRAWINGS 9" UNLESS OTHERWISE T/ FLOOR FOR STUD BOLTS TAPPED FLANGE DIP »¿LOCATED AT OF 06-105 08-370 06-150 T/ FLOOR SHOWN ON DRAWINGS 9" UNLESS OTHERWISE INTEGRALLY CAST COLLAR WELDED ATTACHMENT OF COLLAR IS ACCEPTABLE IF IN ACCORDANCE WITH SPECIFICATIONS. FLOOR PIPE DUCTILE IRON, MJ/FLG CONCRETE DIP FLOOR NEW FLANGED PIPE NTS EARTH SIDE SEE DETAIL »¿LOCATED AT OF 06-105 99-M-01 99-M-01.DWG A- 58 P R O C E S S ME C H A N IC A L S T A N D AR D DE TA ILS RWW EJ B PCM 06-153 SHOWN ON DRAWINGS 9" UNLESS OTHERWISE T/ FLOOR EXISTING FLOOR SLAB. CONCRETE FLOOR. SEE REQUIREMENTS IN FOR NEW OPENING DETAIL NEW OR EXISTING DIP SEE DETAIL NTS DUCTILE IRON, FLG/PLAIN END FLOOR PIPE ACCORDANCE WITH SPECIFICATIONS. INTEGRALLY CAST COLLAR WELDED ATTACHMENT OF COLLAR IS ACCEPTABLE IF IN »¿LOCATED AT OF 06-105 08-370 VENT PIPE NTS 9"UNLESS OTHERWISE SHOWN ON PLANS RING SHALL BE INTEGRALLY SEEPAGE RING FOR DUCTILE IRON WALL PIPE, SEEPAGE 06-438 CAST. DUCTILE IRON FLOOR PIPE TOP OF SLAB GALVANIZED SCREEN 1/4" MESH SEE DETAIL 06-153 INV. EL 826.62 42" 90 DEGREE BEND INV. EL 821.00 42" 45 DEGREE BEND 5 ’- 7 7 / 1 6" 5’-7 7/16" 7’-11 3/8"3’-7 3/8" 42" SE DROP DOWN NTS 06-155 NTS ANALYTICAL - TRANSMITTANCE, CHANNEL MOUNT 06-513 LIQUID NOMINAL LEVEL MIN. 18 " BY MANUFACTURER. CABLE TO TRANSMITTER NTS MOUNTING - INSTRUMENT, WALL 06-750 SECURE TO WALL WITH ANCHORS STAINLESS STEEL CONCRETE FLOOR SLAB 4’6" (TYP.) STEEL STANDOFF 1/2" STAINLESS ON SUBMERGENCE LEVELS MANUFACTURER’S RECOMMENDATION INSTRUMENT SUPPLIER FOLLOW MOUNTING KIT AND HARDWARE FROM NTS MOUNTING - ENCLOSURE, HANDRAIL 06-754 HANDRAIL POST ROUND OFF EXPOSED CORNERS OF SUPPORT CHANNEL (TYP). TO SUIT ENCLOSURE 6" MIN. SPACE AS REQUIRED FOR CONDUIT ENTRY TOP HANDRAIL BOTTOM HANDRAIL ENCLOSURE SECURE ENCLOSURE TO SUPPORT CHANNEL WITH STAINLESS 4-1 5/8" X 1 5/8" STAINLESS SPACE TO SUIT ENCLOSURE MOUNTING REQUIREMENTS. SECURE TO HANDRAILS TOP & BOTTOM W/4-1/4" STAINLESS STEEL SUPPORT CHANNEL. STEEL U-BOLTS. STEEL BOLTS. NTS LEVEL - FLOAT SWITCH, CHAIN SUPPORT 06-652 CONCRETE SLAB CAST IRON ANCHOR PLASTIC COATED CABLE CLAMP BY 316 SS CHAIN OR CABLE 316 SS CONNECTING LINK AND 316 SS STEEL WEDGE ANCHORS MOUNT USING STAINLESS MOUNTING HARDWARE BY VENDOR BY VENDOR VENDOR (TYP) BY VENDOR AND CHAIN REMOVAL FOR LEVEL ADJUSTMENT LEAVE SLACK IN CABLE PLASTIC BUSHING QUANTITY AND ACTIVATION VENDOR. SEE SPECIFICATIONS FOR FLOAT SWITCHES, BALL TYPE BY WITHOUT STRAIN ON CABLE ALLOW FLOAT SWITCH OPERATION PROVIDE SUFFICIENT LENGTH TO FOR UNDERWATER APPLICATION. FLOAT SWITCH VENDOR SUITABLE NEOPRENE JACKETED CABLE BY ELEVATIONS. TO JUNCTION BOX CABLE IN CONDUIT CITY O F WATERLO O , IO WA WAS TEWATER P O LLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECHNOLOG Y P ARKWAY SHEBOYG AN, WI 53083 T 920-458-8711 PR EPARED BY: R EB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-N-01.dwg 99-N-01 INS TR U M E N TAT IO N A N D C O NT R O L S T A N DA R D D E T A ILS DRH DRH EDM REB --- 59 ( ) #12 ( ) #14 ( ) SH. PR. (QUANTITY) #12 THWN CONDUCTORS (QUANTITY) #14 THWN CONDUCTORS (QUANTITY) SHIELDED PAIR GENERAL NOTES: AND CONTROL WIRING REQUIREMENTS. ASSOCIATED AC POWER AND GROUNDING CONDUCTORS ARE NOT SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING, WHETHER SHOWN OR NOT, NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. THIS DRAWING SHOWS RELATIVE LOCATIONS OF DEVICES AND PANELS AND IS NOT DRAWN TO SCALE. ALL SHIELDED AND UNSHIELDED CONDUCTORS SHALL BE RUN IN CONDUIT. SHIELDED CON- DUCTORS SHALL NOT BE COMBINED WITH UN- SHIELDED CONDUCTORS IN ANY CONDUIT. 1. 2. 3. NEITHER SHIELDED OR UNSHIELDED CONDUC- TORS SHALL BE INCLUDED IN THE SAME CON- DUIT AS THREE PHASE POWER. THIS DRAWING SHOWS PROCESS INSTRUMENTATION THIS DRAWING DOES NOT SHOW CONDUIT SYSTEMS. PROVIDE, AS A MINIMUM, PULL BOXES AS RECOMMENDED BY CONDUCTOR MANU- FACTURER. CONDULET SHALL NOT BE USED AS PULL BOX. CONDUIT SHALL BE SIZED FOR CONDUCTORS SHOWN PLUS REQUIRED SPARES. SHIELDED AND UNSHIELDED CONDUCTORS SHALL HAVE A MINIMUM OF 6" SEPARATION BETWEEN CONDUIT ON PARALLEL RUNS. SHIELDED CONDUCTORS SHALL BE SEPARATED FROM UNSHIELDED CONDUCTORS BY STEEL BAR- RIERS IN ALL TERMINAL AND PULL BOXES. FOR EACH CONDUIT CONTAINING MORE THAN TWO CONDUCTORS, PROVIDE A MINIMUM OF TWO 4. 5. 6. 7. 8. F TOTAL CONDUCTORS INCONDUCTORS OR 10 CONDUIT, WHICHEVER IS GREATER AS SPARES. TAG BOTH ENDS OF EACH SPARE. TERMINATE EACH END OF SPARE CONDUCTOR AT TERMINALS WHENEVER POSSIBLE. CONDUCTORS SHALL NOT BE SPLICED EXCEPT 9. AT TERMINALS. LEGEND ( ) VSC (QUANTITY) VENDOR SUPPLIED CABLE P-8-26-2 P-8-26-1 260-LCP-3 LSLL 8-27-1 LSL 8-27-1 LSH 8-27-1 LSHH 8-27-1 2#12 2#12 2#12 2#12 8# 12 , 3 / 4 "C 4#12 4#128#12, 3/4"C AE 8-23-1 AIT 8-23-1 VSC 260-LCP-2 260-LCP-1 SLD-8-20-2SLD-8-20-1 SLD-8-20-4SLD-8-20-3 SLD-8-20-5 4#12, 2#14 4#12, 2#14 4#12, 2#14 4#12, 2#14 4#12, 2#14 20#12, 10#14, 1-1/2"C 1 SH. PR., 3/4"C 180-PLC-2 180-PLC-1 1 0# 12 , 4 S PARE 6 SH. P R., 2 S PARE 110 #14, 2"C 16 SH. PR., 2 SPARE 2"C RS-422 CABLE, 1"C REROUTE EXISTING FIBER CABLE, 1"C PDC #1 PDC #2 RS-485 CABLE, 1"C 3/4"C 3/4"C 3/4"C 3/4"C 3/4"C RS-485 CABLE, 1"C RS-485 CABLE TWISTED PAIR OR EQUAL BELDEN 9841 24AWG SHIELDED 2 # 1 2 CONDUITS FROM 260-LCP-3 AND 260-LCP-110. MAY BE COMBINED INTO 1 3/4" PRIOR TO DUCTBANK ENTRY AND 1 3/4’ AFTER DUCKBANK EXIT. 11. OPERATION IS NOT INTERRUPTED FOR MORE THAN 36 CONSECUTIVE HOURS AT ONE TIME. CONTRACTOR SHALL COORDINATE CONTROLS WORK SCHEDULE WITH PLANT STAFF DURING CONSTRUCTION. WORK SHALL BE STAGED SO THICKENER EQUIPMENT CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-NE-01.dwg 99-NE-01 IN S T R M E N TAT IO N & C O N TR O L R IS E R DIA G R A M DRH DRH EDM --- 60 KK KK KK VSVS BUS GRD N 480/277V13.8 KV N.C.N.C.PMG-7 PAD MOUNTED DO O R- ALL PMG TO PRIMARY CUBICLE D Z S MS 2 T A 2 N.C. MAIN "A""B" MAIN N.O. 2 A T 2 MS DO O R- ALL PMG TO PRIMARY CUBICLE 600A-3P LB SWITCH (TYP) PREFERRED SERVICE "A" ALTERNATE SERVICE "B" 600A, 15 KV 3 PH. 3W BUS METERING COMPARTMENT N.C.N.C. PAD MOUNTED PMG-8 BUS PAD MOUNTED GRD 500 KVA TRANSFORMER T-2 480/277V PAD MOUNTED PMG-1 BUS PAD MOUNTED GRD 750 KVA TRANSFORMER T-1 480V MS 10 MS 10 A3 A1 A1 A3 A3 A3 A3 A3 1. ONE "A3" KEY IS ABSENT. ONE LOOP SWITCH MUST ALWAYS BE 2. PAD MOUNTED GEAR: PROVIDE KEY INTERLOCK TO LOCK BOTH LOOP UTILITY UTILITY N.C.N.C. N.C.N.C. OLD RWW PUMP STATION 1200AF 1200AT 1200A,480V 3PH.3W 13.8 KV FILTER BLDG. 13.8 KV 1200A,480V 3PH.3W 1200AT 1200AF X X X X EXISTING BAY 1 XX O O NEW FUTURE EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING TO BE ABANDON NTS 50A5A EXISTING EXISTING BAY 2BAY 3BAY 4BAY 5 400A S Z D 400A 3 3 480/277V TRANSFORMER PAD MOUNTED 1500KVA STATION 15PMT-A GRD BUS N 13.8 KV 13.8 KV X GRD BUS 120/208V X X X MAINTANENCE BLDG. TRANSFORMER T-6 75 KVA PAD MOUNTED EXISTING 200A,120/208V 3PH.3W 200AF 200AT 3. PAD MOUNTED TRANSFORMERS (PMT) ARE PROVIDED BY ELECTRIC UTILITY AND CONNECTED BY CONTRACTOR. TRANSFORMER KVA SHOWN 1. 3#350KCMIL 15KV, 1#350KCMIL THWN (600V) GRD IN 5" PVC DUCT. 2. 3#350KCMIL 15KV, 1#350KCMIL THWN (600V) GRD IN EXISTING 4" PVC DUCT. 3. 3#2 15 KV, 1#2 THWN (600V) GRD. IN 5" DUCT. 4. REMOVE EXISTING 15KV CABLE. INSTALL NEW CABLE AND RECONNECT AS SHOWN. 5. PULL EXISTING 3#4/0 15KV, 1#1/0 GRD BACK FROM EXISTING PMG-1 AND REROUTE TO 205PMG-11 IN NEW 4" DUCT. PLAN NOTES LINE LEGEND GENERAL NOTES ONE-LINE DIAGRAM OPEN. SWITCHES OPEN PRIOR TO GAINING ACCESS TO UNIT FUSES. SEE SPECIFICATIONS FOR ADDITIONAL SWITCHGEAR INTERLOCK REQUIREMENTS. IS FOR MAXIMUM SYSTEM DESIGN. ELECTRIC UTILITY MAY PROVIDE. SMALLER SIZES THAN SHOWN. COORDINATE FUSE SIZES WITH ELECTRIC UTILITY. 13.8 KV N BUS GRD EXISTING 110PMT-C 2500KVA PAD MOUNTED TRANSFORMER 4160/2400V 13.8 KV 480/277V GRD BUS N 480/277V13.8 KV13.8 KV 4160/2400V N TRANSFORMER 2500KVA GRD PAD MOUNTED BUS EXISTING 110PMT-D N.C.N.C. A3A3 PAD MOUNTED 110PMG-6N.O.N.C. EXISTING EXISTING SP ARE 1800AT 2000AF 15MCC-B 1800AT 2000AF 15MCC-A EXISTING EXISTING RWW PUMP STATION 15PMT-B EXISTING RWW PUMP 1500KVA PAD MOUNTED TRANSFORMER 400AT 400AF 400AT 400AF 110MCC-B110MCC-A EXISTING 110PMG-5 PAD MOUNTED EXISTING 110PMT-B 300KVA PAD MOUNTED TRANSFORMER EXISTING 110PMT-A 300KVA TRANSFORMER PAD MOUNTED 1200 A 400 A 1200 A1200 A 400 A 110MVMCC-C 110MVMCC-D FOR CONTINUATION SEE SHEET 99-E-2 4 6 210MVMCC 600 A 400 A PAD MOUNTED TRANSFORMER 112KVA 210PMT-A TRANSFORMER PAD MOUNTED 112KVA 207PMT-A PAD MOUNTED 210PMG-9 210MCC 207MCC 400AF 400AT N.C.210PMG-10 PAD MOUNTED A3 A3 N.C.N.C. 210PMT-B BUS PAD MOUNTED GRD 1500KVA TRANSFORMER N 4160/2400V13.8 KV 13.8 KV 480/277V N BUS GRD 480/277V13.8 KV 225AT 225AF 225AF 225AT 400AT 400AF GRD BUS 3 1 SP ARE 3 SEE SHEET 99-E-2 FOR CONTINUATION 2 4 EXISTING XX 600A A3 A3 A3 A3 EXISTING DUCT 6. 3#350KCMIL 15KV, 1#350KCMIL THWN (600V) GRD IN EXISTING 5" PVC DUCT. 15KV PRIMARY SWITCHGEAR 1 A3 A3 KKKKKKKK KK K K CITY O F WATE RLO O , IO WA WAS TE WATE R P OLL UTIO N CON TROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISION S DES DRN C HK AP P NO DRN DA TE CHK 41 3 5 TE CH N O LO G Y P ARKWAY SHEBOY G A N , WI 53 0 8 3 T 92 0 -45 8 -87 1 1 PR EPARE D BY: REB MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-E-01 99-E-01.DWG --- 61 P L A N T O N E LIN E D IA G R A M S H E E T 1 O F 2 WLP WLP EDM NOTE: DRAWING IS INCLUDED FOR REFERENCE CHANGES ARE SHOWN ON 99-E-2 O O SEE SHEET 99-E-1 FOR CONTINUATION FOR CONTINUATION SEE SHEET 99-E-1 PAD MOUNTED TRANSFORMER 300KVA EXISTING 240PMT-A TRANSFORMER PAD MOUNTED 300KVA EXISTING 240PMT-B PAD MOUNTED 240PMG-13 240MCC-A 240MCC-B 400AF 400AT 400AF 400AT N.C.N.C. 13.8 KV 480/277V N BUS GRD 480/277V13.8 KV A3 A3 K KKK A3A3 13.8 KV 480/277V GRD BUS N 480/277V13.8 KV N.C.N.C. 400AT 400AF 400AT 400AF 140MCC-B140MCC-A EXISTING 140PMG-4 PAD MOUNTED EXISTING 140PMT-B 300KVA PAD MOUNTED TRANSFORMER EXISTING 140PMT-A 300KVA TRANSFORMER PAD MOUNTED KK N.C.N.C. A3A3 400AT 400AF 310MCC-B310MCC-A 310PMG-12 PAD MOUNTED 310PMT-B 225KVA PAD MOUNTED TRANSFORMER 310PMT-A 225KVA TRANSFORMER PAD MOUNTED BUS GRD 400AF 400AT 13.8 KV 480/277V GRD BUS N 480/277V13.8 KV13.8 KV 480/277V N BUS GRD 480/277V13.8 KV 400AT 400AF 400AF 400AT 1200AT 1600AF GRD BUS PAD MOUNTED TRANSFORMER 1000KVA 180PMT-A TRANSFORMER PAD MOUNTED 1000KVA 180PMT-B 180PMG-3 PAD MOUNTED EXISTING 180MCC-A 180MCC-B 1600AF 1200AT A3 A3 N.C.N.C. K K 400AT 400AF 190MCC-B190MCC-A 225AF 225AT 400AT 400AF225AF 225AT X XX EXISTING EXISTING SWITCHGEAR FUTUREFUTURE X X 205PMG-11 PAD MOUNTED A3 A3 N.C.N.C. K K S P ARE 1200AT 1200AF EXISTING PADMOUNT 1000 KVA TRANSFORMER T-3 POWERHOUSE 480V BUS GRD 13.8 KV EXISTING INTER. PUMP STATION 13.8 KV 600A,480V 3PH.3W 600AT 600AF 480/277V TRANSFORMER T-5 300 KVA GRD PADMOUNT BUS N.C. N.C. PMG-2 PAD MOUNTED EXISTING TO 205PMG-11 O O O O O O O O O O O OOO OO O O 1200A,480V 3PH.3W EXISTING MV-MH EXISTING 15KV UNDERGROUND ABANDONED CABLES EXISTING A3 KK A3 MANHOLE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGEXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING X XX EXISTING MV-MH XX NEW FUTURE EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING ABANDONED NTS ONE-LINE DIAGRAM LINE LEGEND ELECTRIC UTILITY. SMALLER SIZES THAN SHOWN. COORDINATE FUSE SIZES WITH IS FOR MAXIMUM SYSTEM DESIGN. ELECTRIC UTILITY MAY PROVIDE. SPECIFICATIONS FOR ADDITIONAL SWITCHGEAR INTERLOCK REQUIREMENTS. SWITCHES OPEN PRIOR TO GAINING ACCESS TO UNIT FUSES. SEE GENERAL NOTES UTILITY AND CONNECTED BY CONTRACTOR. TRANSFORMER KVA SHOWN 3. PAD MOUNTED TRANSFORMERS (PMT) ARE PROVIDED BY ELECTRIC 2. PAD MOUNTED GEAR: PROVIDE KEY INTERLOCK TO LOCK BOTH LOOP 1. ONE "A3" KEY IS ABSENT. ONE LOOP SWITCH MUST ALWAYS BE OPEN. PLAN NOTES PMG-1 AND REROUTE TO 205PMG-11 IN NEW 4" DUCT. 5. PULL EXISTING 3#4/0 15KV, 1#1/0 GRD BACK FROM EXISTING AS SHOWN. 4. REMOVE EXISTING 15KV CABLE. INSTALL NEW CABLE AND RECONNECT 2. 3#350KCMIL 15KV, 1#350KCMIL THWN (600V) GRD IN EXISTING 1. 3#350KCMIL 15KV, 1#350KCMIL THWN (600V) GRD IN 5" PVC DUCT. 6. EXISTING 350KCMIL 15KV CABLES SPLICED TO NEW CABLES. 4" PVC DUCT. 4 6 NOT USED NOT USED PAD MOUNTED TRANSFORMER 1500KVA 260PMT-A TRANSFORMER PAD MOUNTED 1500KVA 260PMT-B PAD MOUNTED 260PMG-14 260MCC-A 260MCC-B 2000AF 1800AT 2000AF 1800AT N.C.N.C. 13.8 KV 480/277V N BUS GRD 480/277V13.8 KV A3 A3 K K 3 BUS GRD 1 6 (PROVIDED BY CHANGE ORDER 1-3) 3. 3#1/0 15 KV, 1#1/0 THWN (600V) GRD. IN 4" DUCT. (REVISED PER CHANGE ORDER 1-6) CITY O F WATE RLO O , IO WA WAS TE WATE R P OLL UTIO N CON TROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISION S DES DRN C HK AP P NO DRN DA TE CHK 41 3 5 TE CH N O LO G Y P ARKWAY SHEBOY G A N , WI 53 0 8 3 T 92 0 -45 8 -87 1 1 PR EPARE D BY: REB MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-E-02 --------.DWG --- 62 P L A N T O N E LIN E D IA G R A M S H E E T 2 O F 2 WLP WLP EDM CU GRD 1"C. 1#4/0 CONNECT TO STREET SIDE OF WATER SERVICE GRD 140" 7A 7B6DL 6CL 6A 5A MPM 4A MPM 1F 1E 1D 1C 1B 1A 260MCC-B ELEVATION BR EAK ER CIRC U IT BUS TIE 6A 800AF 700AT TO P OWER DISTRIBUTION CENTE R 2 2 SET S- 4# 5 0 0 KCMIL 1# 1 / 0 GRD 3"C. MPM 3-CL FU 2000A CT'S K 5A 2000AF 1800AT GFP 2 6 0 MCC - B MAIN FROM TRAN SF ORMER 2 6 0 P MT- B 5 SET S- 2# 7 5 0 KCMIL GFP 1800AT 2000AF 4A IK CT'S 1F SP ACE 1A 3 M FVNR 2a 1b 1 1.5 EXH A U S T FAN 26 0 - EF- 1 3 # 1 2 ,1# 1 2 GRD. 3 / 4" C. 3-2000A 3-CL FU MPM 260MCC-A/260MCC-B ONE-LINE DIAGRAM 260MCC-A ELEVATION 3A 2A 2C 2D 2E 2F 91 1/ 2" 20" 2A 800AF 700AT TO P OWER DISTRIBUTIUO N CENTE R 1 2 SET S- 4# 5 0 0 KCMIL 1# 1 / 0 GRD, 3"C . 3A 2000AF 1800AT GFP 2 6 0 MCC - A MAIN FROM TRAN SF ORMER 2 6 0 P MT- A 5 S ET S- 2 # 7 5 0 KCMIL 2000A, 480/277V, 3PH, 4W, 65000 AIC PLAN NOTES: 1. SEE DWG 02-CE-01 FOR PORTIONS OF FEEDERS ROUTED UNDERGROUND. 11 TO GRD. GRID #4/0 PANEL SF BTAG 100AF 30AT HP 5 HEATING VENTILATING 26 0 - MAU - 1 CONCRETE PAD SEE DETAIL 10-260 2C 100AF 30AT 260-LCP-3 3.2 3.2 DRAIN PUMP No .1 P - 8- 26 - 1 DRAIN PUMP No .2 P - 8- 26 - 2 3# 1 2 ,1# 1 2 GRD, 3 / 4 "C. 3# 1 2 ,1# 1 2 GRD, 3 / 4 "C. 3# 1 0 ,1# 1 0 GRD. 3 / 4 " C. 15AT 100AF SLD- 8- 2 0 - 1 GA TE UV INFLUENT 6 # 1 2 , J GA TE S LD- 8 - 20 - 5 DRAIN S3# 1 2 , 1# 1 2 GRD. 3/ 4"C. 3# 1 2 , 1# 1 2 GRD, 3/ 4"C. 100AF 15AT BYPASS INFLUENT SLD- 8- 2 0 - 3 GA TE S S 3# 1 2 , 1# 1 2 GRD. 3/ 4 "C. 3 # 1 2 , 1# 1 2 GRD. 3 / 4"C. 15AT 100AF 2 # 1 2 GRD, 3 / 4 "C PANEL LTG. 7B 100 45 260T 260LP1 30 KVA 480-120/208V. 3 PH, 4W 6CL 6CR 6EL 15AT 100AF S LD- 8 - 20 - 2 GA TE UV EFF LUENT 6# 1 2 , J BYP AS S EFF LUENT S LD- 8 - 20 - 4 GA TE S S 3 # 1 2 , 1# 1 2 GRD. 3/ 4"C. 3# 1 2 , 1# 1 2 GRD. 3/ 4"C. 15AT 100AF 2# 1 2 GRD, 3/ 4"C 6DL 6DR 1# 2 5 0 KCMIL NEUTRAL 4"C. 1# 2 5 0 KCMIL NEUTRAL 4"C. 6EL 6F 6DR 6CR 6ER 6F SP ACE 7A SP ACE 6ER SP ACE 2D SP ACE 2E SP ACE 2F SP ACE 1E SP ACE 1C SP ACE 1B SP ACE 3 # 1 2 ,1# 1 2 GRD 3/ 4"C. CITY O F WATE RLO O , IO WA WAS TE WATE R P OLL UTIO N CON TROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISION S DES DRN C HK AP P NO DRN DA TE CHK 41 3 5 TE CH N O LO G Y P ARKWAY SHEBOY G A N , WI 53 0 8 3 T 92 0 -45 8 -87 1 1 PR EPARE D BY: REB MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-E-03 99-E-03.DWG --- 63 O N E L IN E D IA G R AM A N D E L E VA TIO N WLP WLP EDM 15 20/1 27 100/3 21 20/1 25 23 20/1 19 17 20/1 20/1 ---- - - - - - - - - - - - - - 13 11 20/1 20/1 7 9 5 20/1 20/1 20/1 - - - - - - - - - - - - 1 20/1 - - 3 -20/1 - 100A 100A 100A 10000 NEMA 1 2193LE-AKB327-40WT-00A27ALLEN BRADLEY V, CKT. WIREPHASE,3 4 PHASE PANEL SCHEDULE 120/208 260LP1 NO.A B CTRIP/P DESCRIPTION MOUNTING DESCRIPTION 20/1 28 2220/1 20/1 20/1 26 24 20/1 20/1 20 18 14 16 12 8 10 6 2 4 BUS AMPS MC/B MLO CKT. NO.TRIP/P GROUND BUS AMPS MIN. AIC ENCLOSURE FLUSH SPARE RECEPTACLES - EAST WALL RECEPTACLES - OUTSIDE SPARE SPARE MAIN SPARE SPARE SPARE LIGHTS - OUTSIDE SPARE RECEPTACLES - NORTH WALL RECEPTACLES - NORTH WALL RECEPTACLES - SOUTH WALL RECEPTACLES - WEST WALL UVT AE/AIT 8-23-1 LIGHTS - BELOW ELECTRIC ROOM SPARE 20/1 20/1 20/1 20/1 20/1 50/1 20/1 20/1 UV HYDRAULIC SYSTEMS UV SYSTEM CONTROL 260-LCP-2 SPARE RECEPTACLE - ROOF TOP LIGHTS - NORTH OVERHEAD LIGHTS - SOUTH OVERHEAD TEMPERATURE CONTROL 260-TCP-1 GAS UNIT HEATER 260-GUH-1 UV SYSTEM CONTROL 260-LCP-1 1 DAY-BRITE LBN250SMT-CFWL HOUSING WHITE POLYESTER FINISH. LOCATION POLYCARBONATE LENS CAST AL. LBN 250S-CRP LO-BAY INDUSTRIAL WET LED W/UNIT 150HPS - 2 1 DUAL-LITE #LXURW 120/277 UNIVERSAL MOUNT. EXIT W/6" LETTERS, SINGLE FACE W REMOTE LED HEAD PGRB 277120DUAL-LITE #LZ30D-12V EMERGENCY BATTERY LIGHT GE#WM7M15S1H3SN4D MULTIVOLT INTEGRAL P.C. EXTERIOR WALL PACK WITH 250HPS LIGHTING FIXTURE SCHEDULE DESCRIPTION/CATALOG NO.FIX.LAMPS NO.ORD. ABB.DES. 8'-0" AFF WALL MOUNT OUTSIDE DOOR REMOTE HEAD MOUNTED WALL MOUNT 8'-0" AFF 8'-0" AFG WALL MOUNTED REMARKS 3/4" CONDUIT SWIVEL PENDENT AT CEILING. OR AS NOTED ON DWGS. SEE DETAIL 10-537 W/UNIT-DAY-BRITE DWAE35L840-4-UNV ACRYLIC GASKETED LENS. LED. LOCATION MOLDED FRP BODY. DW VAPORLUME INDUSTRIAL WET 6'-0" AFF WALL MOUNT (TIMER) (SLIDE GATE CONTROL) (UV CONTROL) NOTE: TYPICAL WIRING FOR 20 AMP CIRCUITS 2#12 W #12 GND 3/4" C, 50 AMP CIRCUIT 2#6, #10 GND 3/4" C. TOTALS: 20/1 30SPARE- -29 NTS 10-275PAD MOUNTED GEAR (PMG) PAD DETAIL FREE DRAINING FILL BOLT (TYP) PMG PAD MOUNTED GEAR ENCLOSURE 12"2'0" 36" HIGH DUTY FIBERGLASS BOX PAD DESIGNED SPECIFICALLY FOR PAD MOUNTED GEAR OR THE TOP FLANGED OPENING SHALL ACCOMODATE THE GEAR WITHOUT GAPS OVER CABLE PIT. CONTINENTAL ELECTRIC CO. #XBPSGF SERIES OR EQUAL 5'0" PROVIDE 6" CRUSHED STONE MOWING STRIP. EXTEND AROUND BOX PAD MAT STEEL EDGE SECTION D MV MV 5"5" SECTION E MV MV MVMV 4"4" 4"4" 2"2" I I 2"2" T S SECTION F SECTION G 4" P 2" C 4"4" P P 4"4" P P1" MV P C I T D - - - - - - MEDIUM VOLTAGE POWER CONTROL SHIELDED INSTRUMENTATION TELEPHONE DATA HIGHWAY DUCT SECTIONS NTS NOTE: SEE DETAIL FOR CONDUIT SPACING AND CONCRETE ENCASEMENT 10-250 TRANSFORMER PAD DETAIL NTS 10-271 FRONT OF PANEL 1 1/4" 3/4" CHAMFER 3 1/2" CONCRETE PAD SEE DETAIL CONCRETE PAD SECTION NTS 10-260 08-340 NOTE: SIMILAR TO PMG DETAIL PROVIDE CRUSHED STONE MOWING STRIP AROUND PAD 10-275 S -SPARE CONCRETE WITH PIT FOR CABLE. GRS CONDUIT FOR INSTRUMENTATION (TYP) (CHANGE ORDER 1-4) CITY O F WATE RLO O , IO WA WAS TE WATE R P OLL UTIO N CON TROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISION S DES DRN C HK AP P NO DRN DA TE CHK 41 3 5 TE CH N O LO G Y P ARKWAY SHEBOY G A N , WI 53 0 8 3 T 92 0 -45 8 -87 1 1 PR EPARE D BY: REB MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 MAR . 20 1 2 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-E-04 99-E-04.DWG --- 64 D E T A ILS A N D D U C T B A N K S E C T IO N S WLP WLP EDM NTS MOUNTING DETAIL CONCRETE ANCHORS (TYP) 10-551 FIXTURE TYPE "D" 4500 60 CONDUIT BANK END DETAIL FEMALE ADAPTER CONDUIT - NTS CONCRETE ENCASEMENT PLUGS THREADED REINF. COUPLER WITH PLUG 4-#4 #4 @ 48" 10-255 NTS TYPICAL DUCT CONCRETE COVERING SEE DUCT SECTIONS FOR ADDITIONAL REINFORCING 4-#4 CONTINUOUS #4 @ 48" O.C. 1 1/2" MIN. 3" MIN MIN 3" 3 " MIN MIN 3" MIN 3 " MIN 4 1/ 2" 10-250 3" 8 3/8" 9" 7/8" DIA. GALV. ROD PULLING EYE DETAIL NTS NOTE: 3" MIN. EMBEDMENT INTO CONCRETE 10-245 10-243 24" ADAPTOR ENCASEMENT CONCRETE PVC CONDUIT PULLBOX GRS CONDUIT INSIDE STRUCTUREOUTSIDE STRUCTURE WALL NTS FOR CONDUIT ENTRIES TO PULLBOX PROVIDE GROUNDING BUSHINGS AND GROUND BOND TO BOX DUCT TO STRUCTURE INTERFACE DETAIL SEAL CONDUIT AROUND CABLES #5 @ #12 INTERIOR OF MANHOLE DUCT FLUSH WITH MONOLYTHIC POUR CONDUIT END BELLS CONCRETE ENCASEMENT INTERFACE DETAIL NTS #5 @ 12", MIN. 4 PER DUCT MANHOLE REINF. DUCT REINF. BENTONITE WATERSTOP 9 " MAX. 3 " MIN. DUCT TO PRECAST MANHOLE 10-241 CONDUIT END BELL CONCRETE ENCASEMENT DUCT TO PRECAST MANHOLE NTS #5 @ 12", MIN. 4 PER DUCT MANHOLE REINF. DUCT REINF. BENTONITE WATERSTOP 3" MIN. 9" MAX. INTERFACE DETAIL MONOLITHIC POUR DUCT FLUSH WITH INTERIOR OF MANHOLE 10-240 PRECAST MEDIUM VOLTAGE MANHOLE DETAIL SIDE VIEW NTS END VIEW PANEL KNOCKOUT 24"x32" GROUND BUS MANHOLE 5"5"12'-0" 12'-10" 5 " 5 " 7 '- 0 " 7 ' - 1 0 " PANEL KNOCKOUT 24"x32" 5"5"6'-0" 6'-10" GROUND BUS MANHOLE EYES (TYP) PULLING CONDUCTOR #4/0 BARE CU THERMOWELD (TYP) EXCAVATION LEVEL BOTTOM GROUND ROD 3/4"x10'-0" COPPERCLAD 12" MIN. GROUND BUS. 3. GROUND ALL HARDWARE TO MANHOLE TO DETAIL 2. PROVIDE CONCRETE INSERTS SIMILAR WITH STRUCTURAL FILL. 1. OVEREXCAVATE 3'-0" AND REPLACE NOTES: 10-240 TOP VIEW 6'-0" 3'-0" DIA. 4'-1 1/2" DIA. 7 '- 1 1 " 1'-4 1/2"GRD. WIRE #4/0 BARE CU GROUND ROD COPPERCLAD THERMOWELD MIN. OF 3' O.C. SOLID COPPER. SUPPORT GROUND BUS 1/4"x2" (TYP) DEPRESSION SUMP 10-212 CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-E-05 99-E-05.DWG --- 65 D E TAIL S WLP WLP EDM NTS CONNECTION DETAIL SIZE AS SHOWN ON PLAN 4/0 BARE COPPER GROUNDING CONDUCTOR MAIN LOOP 3/4" X 10' LONG GROUND ROD CADWELD TYPE 'GT' CONN. CADWELD TYPE 'GY' CONN. (USED FOR 2 HORIZONTAL CABLE TAPS OR THROUGH CABLE OR END OF RUN) COPPERCLAD STEEL GROUNDING TAP "T" OR "X" MAIN LOOP OR TAP CONDUCTOR TO GROUND ROD 10-451 STRUCTURAL DWG. THICKNESS PER EQUIPMENT GROUND CABLE STUB - UP & 5 KV SWITCHGEAR 3" MAX. AT MCC MIN. 6" 6" TO EQUIPMENT. COILED UP FOR CONNECTION CABLE (SIZE PER DWG.) 6'0" OF COPPER GROUND DUXSEAL SEAL WITH CONCRETE SLAB CONDUIT SLEEVE SCHED. 40 3/4" PVC NTS CADWELD CONNECTION TO GROUND LOOP 10-452 MIN. 3 '0 " 9" 12 " 3" 15" DIA. CONCRETE & SPIGOT PIPE SECTION OF BELL SAND FILL CAT. # 3902 CONNECTOR T & B MECHANICAL GROUND COPPERCLAD STEEL FINISHED GRADE REMOVABLE COVER CAST IRON REMOVABLE COVER RECESSED HANDLE RECESSED HANDLE GROUND ROD LOCATION OF 3/4" X 10'0" GROUND RODGRID GROUND CONDUCTOR GROUNDING GROUNDING TEST STATION DETAIL NTS 10-455 CADWELD 30" MIN. CONDUIT SLEEVE 1" PLASTIC FINISHED GRADE CADWELD CONNECTION TO GROUND CONNECTION NTS GROUND LOOP 10-453 STEEL COLUMN OR METAL BUILDING OR APPROVED EQUAL. 350# LOAD CAPACITY KLIEN SWIVEL SNAP HOOK WITH A MAXIMUM 4" OF SLACK. WORKING LOAD AND A SAFETY CABLE WITH A350# RIGID CONDUIT REFLECTOR BALLAST SWIVEL HANGER FEED THRU 3/4" C. LENGTH AS REQUIRED 10-537MOUNTING DETAIL FIXTURE NTS CITY O F WATE RLO O , IO WA WAS TEWATER P OLLUTIO N CONTROL FACILITY WATERLOO, IOWA MARCH 2012 60184375 DRAWING NO SHEET NO FILE NO FILENAME PROJECT NO DATE REVISIONS DES DRN C HK AP P NO DRN DATE CHK 4135 TECH NOLO G Y P ARKWAY SHEBOYGAN, WI 53083 T 920-458-8711 PR EPARE D BY: REB MAR . 20 12 MAR . 20 12 MAR . 20 12 MAR . 20 12 1 REC OR D D RAWIN G DJH 2 - 4 - 1 4 99-E-06 99-E-06.DWG --- 66 D E TAIL S WLP WLP EDM