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Home My WebLink AboutNC0026051_Improvements Drawings_20180126ERAT 0 SYSTEM IMPROVEMENTS AK Mor"101-- W V PROJEC T NO 3 SHEET NO. �4 77 " F V IFEW A pp k' '-mA' MR 1, A Oil :' % "x, • SM MILAF Ilk "USE 8282W ENGINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouseinc.com A BL Ric I ( &VEATCH Black & Veatch International Company Business License No. F-0794 9000 Regency Parkway, Suite 200 Cary, North Carolina 27518 "'4"* -093729 jjf> 0 1 1;2�1'2 0 / 8 a 6 I SMALLER .THANw24" 24" AND LARGER EXISTING GENERAL LAYOUT YARD PIPING SMALLER THAN 24" 24" AND LARGER NEW NEW WATER LINE OR SEWER IN PROFILE NON -CONNECTING PIPING CE - - �- - - SURFACED STREET, ROAD OR DRIVE - - L - - SURFACED STREET, - R ROAD OR DRIVE WITH CURBS -' NON - SURFACED STREET, ROAD OR DRIVE I F— CONCRETE WALK B CATCH BASIN — MANHOLE �-�-- - - --� DRAINAGE COURSE OR FLOW LINE 326 EXISTING GROUND CONTOUR 326 FINISH GRADE CONTOUR ---G--- BANK OR SLOPE LINES 03 OR T.H.#3 TEST HOLE AND NUMBER B3 ELECTRICAL (UNDERGROUND) — - - - — SURVEY LINE WITH PI, PT, OR POT -�� CONCRETE ENCASEMENT -PLAN —� CONCRETE REACTION BLOCKING AT BEND, ALUM PLUG OR TEE - - -= DRAINS OR CULVERTS 0--) TUNNEL CASING - PLAN SMALLER .THANw24" 24" AND LARGER EXISTING GENERAL LAYOUT YARD PIPING SMALLER THAN 24" 24" AND LARGER NEW NEW WATER LINE OR SEWER IN PROFILE NON -CONNECTING PIPING CE - - �- - - CONSTRUCTION EASEMENT LINE - - L - - EASEMENT LINE - R RIGHT-OF-WAY LINE - - - R - - - PROPERTY LINE PE -- L --- ---IL PERMANENT EASEMENT LINE - - TE TEMPORARY EASEMENT LINE UE1 - UTILITY EASEMENT LINE CL (L) SURVEY LINE _ - _ _ _ A SECTION LINE --- W --- WATER LINE ---G--- GAS LINE - - - T--- TELEPHONE (UNDERGROUND) - - - E - - - ELECTRICAL (UNDERGROUND) — P T— POWER OR TELEPHONE LINES (OVERHEAD) ) CDWR —� WATER OR GAS VALVE ALUM ALUMINUM SULFATE - (ALUM) --u {GM) WATER OR GAS METER 0--) TELEPHONE OR POWER POLE ARGON WITH GUY ANCHOR �S FIRE HYDRANT 'S Y YARD HYDRANT Co2(S) STREET LIGHT POLE HEATING SYSTEM WATER RETURN TRAFFIC SIGNAL D TRAFFIC SIGN ------� CLOTHES LINE �-- SWING SET — x — x — FENCE E3 a FENCE, WOOD RAILROAD, EACH TRACK CENTERLINE ---- SECTION NUMBER OR DETAIL LETTER AC45 DRAWING NUMBER ON WHICH SECTION OR DETAIL APPEARS; OR WHERE SECTION IS CUT OR DETAIL IS NOTED 1 WALL ELEVATION 045 — ABBREVIATION DOOR, WINDOW e AND LOUVER SCHEDULE REFERENCE SCHEDULE NUMBER P2]-- ROOM NUMBER _AREA --AREA DESIGNATION pV EQUIPMENT OR VALVE 10 IDENTIFICATION CODE EQUIPMENT NUMBER EQUIPMENT OR VALVE IDENTIFICATION CODE EQUIPMENT NUMBER EQUIP EQUIPMENT REPRESENTATION ALLOU WITH CALLOUT EXISTING FACILITY TO BE DEMOLISHED OR REMOVED EXISTING FACILITY TO BE REMOVED AND RELOCATED ---i ! STOPSIGN 3 NEW PIPING CWS FL HEDGE, BRUSH, SHRUBS, WOODS - — — — — — — — - UNDERGROUND PIPING CL (G) 10" DECIDUOUS TREE AND TRUNK DIAMETER CHLORINE LIQUID EXISTING PIPING CL (L) ELBOW DOWN --- TO SII SIZE CL (S) Q G ill I FUTURE PIPING CONDENSER WATER SUPPLY 4.. CONIFEROUS TREE AND TRUNK DIAMETER A AIR (COMPRESSED) CDWR HELIUM SWAMP ALUM ALUMINUM SULFATE - (ALUM) CDWS WYE sy AR ARGON —Co2(G) 0 BUILDINGS, STRUCTURES CRW CHEMICAL RESISTANT ACID WASTE Co2(S) HWR HEATING SYSTEM WATER RETURN CRV CHEMICAL RESISTANT ACID CW AMM(G) FERRIC CHLORIDE WASTE VENT HEATING SYSTEM WATER SUPPLY I �- - -i STRUCTURES UNDERGROUND TW TEMPERED OR BLENDED WATER DW - \/� HW WATER, POTABLE HOT FeC1 HWC HOT WATER CIRCULATING C CARBON SLURRY 1 FUTURE BUILDINGS, STRUCTURES ACET ACETYLENE FeS CWR CHILLED WATER RETURN F ------� CLOTHES LINE �-- SWING SET — x — x — FENCE E3 a FENCE, WOOD RAILROAD, EACH TRACK CENTERLINE ---- SECTION NUMBER OR DETAIL LETTER AC45 DRAWING NUMBER ON WHICH SECTION OR DETAIL APPEARS; OR WHERE SECTION IS CUT OR DETAIL IS NOTED 1 WALL ELEVATION 045 — ABBREVIATION DOOR, WINDOW e AND LOUVER SCHEDULE REFERENCE SCHEDULE NUMBER P2]-- ROOM NUMBER _AREA --AREA DESIGNATION pV EQUIPMENT OR VALVE 10 IDENTIFICATION CODE EQUIPMENT NUMBER EQUIPMENT OR VALVE IDENTIFICATION CODE EQUIPMENT NUMBER EQUIP EQUIPMENT REPRESENTATION ALLOU WITH CALLOUT EXISTING FACILITY TO BE DEMOLISHED OR REMOVED EXISTING FACILITY TO BE REMOVED AND RELOCATED ---i ! BL IND FLANGE 3 CAP OR PLUG CHILLED WATER SUPPLY FL ^CO CLEANOUT CHLORINE GAS CROSS �--- DIAPHRAGM SEAL CHLORINE LIQUID ELBOW ---1 D ELBOW DOWN --- TO ELBOW TURNING UP SII SIZE HOSE CONNECTION Q G ill I QUICK COUPLING CONDENSER WATER SUPPLY REDUCER Q}-- RUPTURE DISK CARBON DIOXIDE GAS TEE HELIUM TEE LINE DOWN I CSI— TEE LINE UP --� WYE sy WYE STRAINER iy WYE STRAINER WITH BLOWOFF `1' DRAIN OR BELL -UP MATERIALS LEGEND EARTH OR GRADE GRANULAR FILL (CRUSHED ROCK OR GRAVEL) ROCK NEW CONCRETE EXISTING CONCRETE, PRECAST OR PRESTRESSED CONCRETE BRICK, FACE BRICK, COMMON CONCRETE MASONRY UNITS (CMU) CUT STONE OR SAND FILL, GROUT, MORTAR, AND PLASTER WOOD, SHEATHING, PANELING, DECKING, ETC. PROJECT KBP ENGINEER: DESIGNED ZEK BY: DRAWN BY: MDD CHECKED BY: DEF IF THIS BAR DOES NOT 0 112" 1" MEASURE 1" THEN DRAWING —� ISSUED FOR DATE I BY IS NOT TO FULL SCALE ' °°oosw°° Q eee l I�0°� +ste�iai+tP��O'eee PIPING SYSTEMS SODA ASH CEJ CHILLED WATER SUPPLY FL FLUORIDE IA CHLORINE GAS FOR FUEL OIL RETURN PERM CHLORINE LIQUID FOS FUEL OIL SUPPLY LIME CHLORINE SOLUTION FOV FUEL OIL VENT PG CONDENSER WATER RETURN G GAS, NATURAL N CONDENSER WATER SUPPLY H HYDROGEN SA CARBON DIOXIDE GAS HE HELIUM NaOH CARBON DIOXIDE SOLUTION HP HYDROGEN PEROXIDE Sp WATER, COLD PA PHOSPHORIC ACID NaOCL DISTILLED WATER HWR HEATING SYSTEM WATER RETURN AMM(G) FERRIC CHLORIDE HWS HEATING SYSTEM WATER SUPPLY AMM(S) FERRIC SULFATE HW WATER, POTABLE HOT FIRE PROTECTION HWC HOT WATER CIRCULATING NO WATER SYSTEM NPW PIPING ACCESSORIES LEGEND -L CALIBRATING COLUMN TRAP UNION WALL SLEEVE AUTOMATIC DRAIN TRAP DRIP TRAP DUPLEX STRAINER EXPANSION COMPENSATOR INLINE FILTER FLEXIBLE HOSE OR TUBING FLEXIBLE CONNECTOR HOSE REEL INJECTOR, EDUCTOR, BLENDER ORIFICE PLATE PIPE GUIDE SEDIMENT TRAP STRAINER SUCTION DIFFUSER PIPE DIFFUSER N to FM SURGE CHAMBER VENT - SCREENED VENT PRESSURE GAUGE W/SNUBBER SIGHT FLOW INDICATOR TEMPERATURE INDICATOR THERMOMETER ELECTROMAGNETIC/ULTRASONIC FLOWMETER PI TOT TUBE ROTAMETER TURBINE OR PROPELLOR FLOWMETER SET STOP METER VENTURI FLOW METER INSTRUMENT AIR NPHW POTASSIUM PERMANGANATE OX - LIME OZ - LP GAS (PROPANE) OF - NITROGEN ACTUATOR LEGEND SODA ASH CEJ SODIUM HYDROXIDE WOOD, STUDS, BEAMS, JOISTS, ETC, SODIUM HEXAMETAPHOSPHATE ELECTRIC RIPRAP a'i FLOAT CHECKERED PLATE SODIUM HYPOCHLORITE Q GLOBE VALVE 5 DIAPHRAGM STEEL (FOR 1"SCALE & LARGER) 3 WAY VALVE SAN AMMONIA SOLUTION PO AIR/OIL TANDEM STEEL OR ALUMINUM (FOR 314" SCALE & SMALLER) NITROUS OXIDE DIAPHRAGM VALVE VAC WATER, NON - POTABL E BAR GRATING (LINES IN DIRECTION OF SPAN) FLAME ARRESTER OR CHECK SOLENOID ALUMINUM (,� j AIR INSTRUMENT AIR NPHW POTASSIUM PERMANGANATE OX - LIME OZ - LP GAS (PROPANE) OF - NITROGEN POLY SODA ASH RF SODIUM HYDROXIDE ST SODIUM HEXAMETAPHOSPHATE SG (PHOSPHATE) GATE VALVE SI SODIUM HYPOCHLORITE Q GLOBE VALVE PD AMMONIA GAS 3 WAY VALVE SAN AMMONIA SOLUTION ANGLE VALVE V NITROUS OXIDE DIAPHRAGM VALVE VAC WATER, NON - POTABL E I FLAME ARRESTER OR CHECK W VALVE LEGEND PINCH VALVE PLUG VALVE, ECCENTRIC Q p'� — PLUG VALVE, NON -ECCENTRIC BUTTERFLY VALVE GATE VALVE —_ BALL VALVE Q GLOBE VALVE CHECK VALVE 3 WAY VALVE 4 WAY VALVE ANGLE VALVE CHLORINE INSTITUTE VALVE DIAPHRAGM VALVE V THROTTLING VALVE I FLAME ARRESTER OR CHECK MISCELLANEOUS EQUIPMENT STATIC MIXER PUMP ® SLUICE GATE VERTICAL MIXER C-0�1 SLIDE GATE C-3 STOP PLATE CI= BAR SCREEN SIGHT GLASS 0 EXPANSION TANK CENTRIFUGE SCREW (LIFT) PUMP CHANNEL DIFFUSER COMPRESSOR OR BLOWER FLUME PIPE ANCHOR — — WEIR WATER, NON -POTABLE HOT OXYGEN OZONE OVERFLOW POLYMER SOLUTION REFRIGERANT STORM DRAIN SLUDGE GAS SILICA SUMP PUMP DISCHARGE SANITARY SEWER VENT VACUUM WATER BACKWATER VALVE INLINE PRESSURE RELIEF VALVE PRESSURE REGULATING VALVE PRESSURE SUSTAINING OR MAINTAINING VALVE VACUUM BREAKER THERMAL SHUTOFF VALVE EXPLOSION RELIEF VALVE HOSE FAUCET HOSE FAUCET W/VACUUM BREAKER HOSE VALVE W/HOSE NIPPLE BACKFLOW PREVENTER SAFETY RELIEF VALVE VACUUM RELIEF CHECK VALVE PRESSURE VACUUM RELIEF VALVE It If DATE: 912212018 IMP SCALE: NTS SM TI WASTEWATER TREATMENT MkrivUSE TL SYSTEM Vi >E T PROJECT NO. 194 729 *ENGINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black & Veatch International Company License No. 184.003176-0015 Business License No. F-0794 milhouseinc.com Tel. (312) 987-0061 Fax (3n 987-0071 9000 Regency Parkway, Suite 200 GENERAL milhou Cary, North Carolina 27518 LEGEND SHEET 7 OF 17 off. M N N co 0 N_ tl' N A ACID, AMBER INDICATING LIGHT,AMP CS CONTROL SWITCH, CONTROL STATION, CUP SINK, CARBON STEEL FOM FACE OF MASONRY MCJ MASONARY CONTROL JOINT AB ANCHOR BOLT UE COMBINE SLUDGE, ALUMINUM ASSOC. STANDARD CHANNEL, FOP FOAM PUMP ME MEMBRANE EFFLUENT ABC AGGREGATE BASE COURSE UNO CREEK STABILIZATION FOS FACE OF STUDS MF MEMBRANE FEED ABS ACID BATH SINK CSD CHEMICAL SUMP DRAIN FOT FLAT ON TOP MECH MECHANICAL AC ALTERNATING CURRENT CSF COMBINED SLUDGE FEED FRP FIBERGLASS REINFORCED PLASTIC MED MEDIUM AJC AIR CONDITIONER, (ING) CSJ CONSTRUCTION JOINT FS FAR SIDE, FLOOR SLEEVE, FLOAT SWITCH MET METAL ACP ASBESTOS CEMENT PIPE CSK COUNTERSUNK, (INK) FT FOOT MFM MAGNETIC FLOWMETER ACST ACOUSTIC, (AL CT CERAMIC TILE, CYCLE TIMER, CURRENT TRANSFORMER, CENTRATE FTG FOOTING MFR (S) MANUFACTURER(S) AD ACCESS DOOR, AREA DRAIN, AIR DAMPER, ANODE CTL CONTROL JOINT FURN FURNISH, FURNISHED MG MILLION GALLONS ADD ADDITIONAL CTR(S) CENTER(S) FV FLAP VALVE, FIELD VERIFY MGD MILLION GALLONS PER DAY ADH ADHESIVE CU(FT) CUBIC (FEET) FWD FORWARD MH MANHOLE ADJ ADJUSTABLE, ADJACENT CU YD CUBIC YARD SA SAMPLE MIN MINIMUM, MINUTE ADMIN ADMINISTRATION CV CHECK VALVE G GAS MISC MISCELLANEOUS AF AIR FLOW CW COLD WATER GA GAUGE MJ MECHANICAL JOINT AFF ABOVE FINISH FLOOR WB WALLBOARD GAL GALLON MJRG MECHANICAL JOINT RETAINER GLAND AH AHEAD D DOOR DRAIN GALV GALVANIZED MJTR MECHANICAL JOINT WITH TIE ROD AHU AIR HANDLING UNIT DB DISTRIBUTION BOX GC/MS GAS CHROMATOGRAPH/MASS SPECTROMETER MO MASONRY OPENING, MOTOR OPERATED AL ACTIVE LEAF DBL DOUBLE GEN GENERAL, GENERATOR MP METERING PUMP ALP AIR, LOW PRESSURE DC DIRECT CURRENT GLV GLOBE VALVE MRD METAL ROOF DECK ALT ALTERNATE, (IVE) DCFM DAVIDSON COUNTY FORCE MAIN GM GAS METER MS MACHINE SCREW, MEMBRANE SUPPLY ALUM ALUMINUM DD DIVERSION DITCH GP GRIT PUMP MSL MEAN SEA LEVEL AM AMMETERDEG WW DEGREE GPM GALLONS PER MINUTE MTD MOUNTED AMP AMPERE DEMO DEMOLISH, DEMOLITION GR GRADE, GRIT SLURRY MTL MATERIAL ANOD ANODIZED DEPT DEPARTMENT GRTG GRATING MTR MOTOR AP ACCESS PANELDET, DTL DETAIL GSC GRIT CLASSIFIER APPR APPROACH DF DRINKING FOUNTAIN GV GATE VALVE APPROX APPROXIMATE, (L Y) DG DIGESTER GAS GWB GYPSUM WALLBOARD N NORTH AR ANOXIC RECYCLE, ALARM RELAY DH DOOR HEIGHT GYP GYPSUM N/A NOT APPLICABLE ARCH ARCHITECTURAL DI DROP INLET DUCTILE IRON STD STANDARD NBC NAIL IN BOTTLE CAP ARP ANOXIC RECYCLE PUMP DIA DIAMETER H HIGH, HOUR, HYDROGEN NC NORMALLY CLOSED AS AMMETER SWITCH DIFF DIFFUSER HB HOSE BIBB NEUT NEUTRAL ASSY ASSEMBLY DIM DIMENSION HC HOLLOW CORE NF NEAR FACE AT ANOXIC TRANSFER DIP DUCTILE IRON PIPE HDPE HIGH-DENSITY POLYETHYLENE NG NATURAL GAS AUTO AUTOMATIC DISCH DISCHARGE HDR HEADER NO NORMALLY OPEN AUX AUXILIARY DISP DISPENSER HE HEAT EXCHANGER NO. (S) NUMBER(S) AVS AUTOMATIC VALVE STATION DIST DISTRIBUTION HEX HEXAGONAL NOM NOMINAL AWG AMERICAN WIRE GAGE DIV DIVISION HF HOSE FAUCET NORM NORMAL TAN TANGENT DL DEAD LOAD HGT HEIGHT NPS NONPOTABLE SUPPLY B BEAM DM DAMPER MOTOR HH HANDHOLE NPT NATIONAL PIPE THREAD B TO B BACK TO BACK DMJ DOUBLE MECHANICAL JOINT HLS HIGH LEVEL SWITCH NPW NON -POTABLE WATER BA BEARING AREA DN DOWN HMC HARNESSED MECHANICAL COUPLING NS NEAR SIDE BAL BALANCE DO DOOR OPENING DISSOLVED OXYGEN HMD HOLLOW METAL DOOR NTS NOT TO SCALE BAT BATTERY DP DRAINAGE PUMP HMJ HARNESSED MECHANICAL JOINT BC BEGIN CURVE DPDT DOUBLE POLE DOUBLE THROW HORIZ HORIZONTAL OC(SD) ON CENTER, ODOR CONTROL (SHUTOFF DAMPER) BD BOARD, BASIN DRAIN DR DRAIN HP HIGH POINT, HORSEPOWER OD OUTSIDE DIAMETER BDPD BASIN DRAIN PUMP DISCHARGE DS DOWNSPOUT, DIGESTED SLUDGE, DITCH STABILIZATION HR HOUR, HANDRAIL OF OUTSIDE FACE, OVERFLOW BEJ BRICK EXPANSION JOINT DT DISTRIBUTION TRANSFORMER, DRIP TRAP HS HIGH STRENGTH OH(U) OVERHEAD (UTILITY) BF BLIND FLANGE DTO DAY TANK OVERFLOW HV HOSE VALVE OL OVERLOAD BFV BUTTERFLY VALVE DTT DAY TANK TRANSFER HVAC HEATING,VENTILATING AND AIR CONDITIONING OPER OPERATING BNP BRAKE HORSEPOWER DV DRAIN VALVE, DIAPHRAGM VALVE HW HOT WATER OPNG OPENING BH BORE HOLE DWG(S) DRAWING(S) HW/IPS HEADWORKS/ INFLUENT PUMPING STATION OPP OPPOSITE BITUM BITUMINOUS DWL(S) DOWELS) HWL HIGH WATER LEVEL ORD OVERFLOW ROOF DRAIN BKR BREAKER HWY HIGHWAY OSL OUTSTANDING LEG BL BLOWER E EAST, ELECTRICAL TWAS THICKENED WASTE ACTIVATED SLUDGE OZ OUNCE BLDG BUILDING EA EACH I INDICATOR BLK BLOCK EAT ENTERING AIR TEMPERATURE IA INSTRUMENT AIR PA PROCESS AIR BM BENCHMARK EC END CURVE IO INSIDE DIAMETER PC POINT OF CURVE, PRIMARY CLARIFIER, PRECAST BO(C) BOTTOM OF (CONCRETE) ECC ECCENTRIC IE INVERT ELEVATION PCG POINT OF COMPOUND CURVATURE BOF BOTTOM OF FOOTING ECC RED ECCENTRIC REDUCER IF INSIDE FACE, INLET FILTER, PCCP PRESTRESSED CONCRETE CYLINDER PIPE BOT BOTTOM ECM EROSION CONTROL MATTING CURB INLET FILTER PCE PRIMARY CLARIFIER EFFLUENT BP BACK PRESSURE, BEGINNING POINT EEW EMERGENCY EYEWASH I/I CURRENT TO CURRENT BOOSTER PCI PRIMARY CLARIFIER INFLUENT BPMK NO BASEPLATE MARK NUMBER EF EACH FACE IN INCHES PD PLAN DIMENSION, PLANT DRAIN BRG BEARING EFF EFFLUENT INC INCORPORATED PDO PLAN DRAIN OVERFLOW BRK BRICK EG ENGINE GENERATOR INCL INCLUDING PDPD PLANT DRAIN PUMP DISCHARGE BS BOTH SIDES, BAR SCREEN EJ EXPANSION JOINT INCR INCREASE PE PLAIN END, PRIMARY EFFLUENT B&S BELL AND SPIGOT EL ELEVATION INST INSTRUMENT, (ATION) PERIM PERIMETER BSMT BASEMENT ELB ELBOW INSUL INSULATE, (ED), (ING) PG PRESSURE GAUGE BTB BIOLOGICAL TREATMENT BASIN ELEC ELECTRIC, (AL) INT INTERIOR, INTERNAL PH PIPE HANGER, PENTHOUSE BTUH BRITISH THERMAL UNIT -HOUR ELEV ELEVATION INV INVERT PI POINT OF INTERSECTION, PRIMARY INFLUENT BU BELL -UP EMER EMERGENCY IP IRON PIPE,INFLUENT PUMP(S), PIVC POINT OF INTERSECTION ON VERTICAL CURVE BUR BUILT UP ROOFING ENC ENCASEMENT BLOCK AND GRAVEL INLET PROTECTION PL PLATE BV BALL VALVE SNCL ENCLOSURE IPD INFLUENT PUMP DISCHARGE PLCS PLACES BVC BEGIN VERTICAL CURVE ENT ENTRANCE IPS IRON PIPE SIZE, INFLUENT PUMPING STATION, PLE PLANT EFFLUENT BVCE BEGIN VERTICAL CURVE ELEVATION EOL END OF LINE INFLUENT PUMP SUCTION PLYWD PL YWOOD SVCS BEGIN VERTICAL CURVE STATION EP END POINT ISWP INFLUENT SCREENINGS WASH/PRESS PNL(S) PANEL(S) EPV ECCENTIC PLUG VALVE PO POLYMER C COUNTER, STONE OUTLETEQ EQUAL EQUALIZATION JAN JANITOR POT POINT ON TANGENT C TO C CENTER TO CENTER EQ/RS EQUALIZED RAW SEWAGE JB JUNCTION BOX PP POWER POLE CB CATCH BASIN EQUIP EQUIPMENT JF JOINT FILLER PR PAIR, PROCESS RETURN CCFP CENTRIFUGALLY CAST FIBERGLASS PIPE ET EQUALIZATION TRANSFER JT JOINT PROJ PROJECTION CCP CONCRETE CULVERT PIPE EVCE END VERTICAL CURVE ELEVATION PRS PRESSURE REDUCING STATION CD CEILING DIFFUSER, STONE CHECK DAM EVCS END VERTICAL CURVE STATION K KIPS PRV POWER ROOF VENTILATOR, PRESSURE REDUCING VALVE CE CONSTRUCTION ENTRANCE EW EACH WAY KIT KITCHEN PS PIPE SUPPORT, PRIMARY SLUDGE, PUMPING STATION CFM CUBIC FEET PER MINUTEPSC EW EMERGENCY EYEWASH KO KNOCK OUT PRIMARY SCUM C&G CURB AND GUTTERPSD EWEF EACH WAY EACH FACE KS KITCHEN SINK PRIMARY SLUDGE DISCHARGE CH CHAIN HOISTPSE EWT&B EACH WAY TOP AND BOTTOM KV KILOVOLT PRIMARY CLARIFIER EFFLUENT CHKD CHECKEREDPSF EXCH EXCHANGER KVA KILOVOLT AMPERE POUNDS PER SQUARE FOOT CI CAST IRON EXH EXHAUST KW KILOWATT PSI POUNDS PER SQUARE INCH CIMH CAST IRON MANHOLE EXIST EXISTING KWH KILOWATT HOUR PSS PRIMARY SLUDGE SUCTION CIMHS CAST IRON MANHOLE STEPSEXP EXPANSION EXPOSED PT POINT, POINT OF TANGENCY CIP CAST IRON PIPE, CLEAN IN PLACE EXP JT EXPANSION JOINT JOINT L LOUVER PTE PRELIMINARY TREATMENT EFFLUENT CISP CAST IRON SOIL PIPE EXT EXTENSION EXTERIOR EXTERNAL LAB LABORATORY PV PLUG VALVE CJ CONTRACTION JOINT ' LAM LAMINATE(D) PVC POLYVINYL CHLORIDE, POINT ON VERTICAL CURVE CJT CONTROL JOINTPVCP F FAN LAT LEAVING AIR TEMPERATURE POLYVINYL CHLORIDE PIPE CKT CIRCUIT F TO F FACE TO FACE LAT LATERAL PVMT PAVEMENT CL CLASS FA(D) FOUL AIR (DUCT) LAV LAVATORY PW POTABLE WATER CLG CEILING FB FACE BRICK LB(S) POUNDS QTY QUANTITY CLO CLR CLOSET CLEAR, (ANCE) FC FLEXIBLE CONNECTION, FLOW CONTROL, FINAL CLARIFIER LG LENGTH LONG R RADIUS, RISER CMP CORRUGATED METAL PIPE FCA FCE FLANGED COUPLING ADAPTER FINAL CLARIFIER EFFLUENT LH LIN LEFT HAND LINEAL LINEAR RA RIP -RAP APRON CMU CONCRETE MASONRY UNIT FD FLOOR DRAIN LL LIVE LOAD RACO RIP -RAP APRON CREEK OUTFALL CNT CENTRATERAS FDD FOUNDATION DRAIN LLV LONG LEG VERTICAL RETURN ACTIVATED SLUDGE CO CLEAN OUT, COMPANY FDN FOUNDATION LO LOUVER OPENING RCB RATE CONTROL BYPASS COD CHEMICAL OXYGEN DEMAND FDPR FIRE DAMPER LP LOW POINT RCS RATE CONTROL STRUCTURE COL COLUMN FE FIRE EXTINGUISHER FILTER EFFLUENT LS LEVEL SWITCH LIME SLURRY RCP REINFORCED CONCRETE PIPE COMB COMBINATION FEC FIRE EXTINGUISHER CABINET, FERRIC CHLORIDE LSD LOADING STATION DRAIN RCCP REINFORCED CONCRETE CYLINDER PIPE COMB SWR COMBINED SEWER FF FINISHED FLOOR LT LEFT, LAB TABLE RCHEP REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE COMP COMPRESSOR, (ED) FH FLAT HEAD, FIRE HYDRANT L VC LENGTH OF VERTICAL CURVE RD ROOF DRAIN, ROAD, ROCK DOUGHNUT INLET PROTECTION CONC CONCRETE FHMS FLAT HEAD MACHINE SCREW LWL LOW WATER LEVEL RDL ROOF DRAIN LEADER CONN CONNECTION FI FILTER INFLUENT RECEP RECEPTION CONST CONSTRUCTION FIG FIGURE MA MILLIAMPERE RECIRC RECIRCULATING CONT CONTINUOUS, CONTINUATION, CONTROL FIN FINISH MACH MACHINE RECP RECEPTACLE CONTR CONTRACTORRED FIN GR FINISH GRADE MAINT MAINTENANCE REDUCER, REDUCING COR CORNERFLOW FL FLOOR, LINE .MAN MANUAL REG REGULATOR, REGULATING CORR CORRIDOR, CORRUGATED FLEX FLEXIBLE MAS MASONRY REF REFERENCE CP CONTROL PANEL FLG FLANGE, FLASHING MA TL MATERIAL REFR REFRIGERATION, REFRIGERATOR CPLG COUPLING FM FORCE MAIN MAX MAXIMUM REINF REINFORCING CPT CONTROL POWER TRANSFORMERREM FO FUEL OIL, FOAM, FIBER OPTIC MB MACHINE BOLT REMOVABLE CRS COURSES, (ING) FOB FLAT ON BOTTOM MC MECHANICAL COUPLING READ REQUIRED MCC MOTOR CONTROL CENTER PROJECT KBP ENGINEER: DESIGNED ZEK BY: IlrAl�rN. ); CHECKED BY: DEF IF THIS BAR DOES NOT 0 1/2" 1" MEASURE 1" THEN DRAWING —j REV ISSUED FOR DATE 8Y IS NOT TO FULL SCALE ® C ...GO ,TS ,g , 0//70-°1b r w a 1 C rn & `,y �' a,.ti� ATC ani �_ •" r • Black 4. Veatch ;r,oCompany NorthBusiness License No. F-0794 9000 Regency Parkway, Suite 200 • RET RETURN UA UTILITY (COMPRESSED) AIR REV REVISION, REVISED, REVERSED UGND UNDERGROUND RF REVERSE FILTRATION UE UNDERGROUND ELECTRIC RFD REVERSE FILTRATION DRAIN UH UNIT NEATER RFG ROOFING UNO UNLESS NOTED OTHERWISE RG RETAINER GLAND UR URINAL RH ROOF HOOD, RIGHT HAND, ROUND HEAD, RED HEAD USGS UNITED STATES GEOLOGICAL SURVEY RHMS ROUND HEAD MACHINE SCREW RHWS ROUND HEAD WOOD SCREW V VALVE, VOLT, VENT RJ RESTRAINED JOINT VAC VACUUM RM ROOM VAT VINYL ASBESTOS TILE RO ROUGH OPENING VB VACUUM BREAKER RPM REVOLUTIONS PER MINUTE VC VERTICAL CURVE, VICTAULIC COUPLING, RR RAILROAD VITRIFIED CLAY RS RAW SLUDGE, RAW SEWAGE, ROLLED STEEL, REUSE SUPPLY VCD VERTICAL CONTROL DAMPER RSI RAW SEWAGE INFLUENT VCP VITRIFIED CLAY PIPE RST RESTRAINED VD VAULT DRAIN RT RIGHT, ALUMINUM RECTANGULAR/SQUARE TUBE VERT VERTICAL RV REGULATING VALVE VF VACUUM FI L TER RWT RAW WATER TRANSMISSION VIB VIBRATION R/W RIGHT OF WAY VM VOLT METER VNR VENEER S SOUTH, SPEAKER VPI VERTICAL POINT OF INTERSECTION SA SAMPLE VV VENT VALVE SAP SAMPLE PUMP SAV SAMPLE VALVE W WEST, WIDE, WINDOW, WATT, WATER Sc SCUM W/ WITH SCHED SCHEDULE WAS WASTE ACTIVATED SLUDGE SD STORM DRAIN, SOAP DISH WB WALLBOARD SDO STORM DRAIN OUTLET WC WATER CLOSET SEC SECOND WD WOOD, WIDTH, WASTE DRAIN SECT SECTION WF WALL FITTING SER SK SERVICE SINK WH WALL HYDRANT SF SILT FENCE WL WATER LEVEL SFFM SOUTH FORK FORCE MAIN WY WATER METER, WATTMETER SG SLUICE GATE, SUPPLY GRILLE WO WINDOW OPENING SH SHEET W/0 WITHOUT SHT SHEET WOM WOMEN SHR SHOWER WP WATERPROOF, WORKING POINT SHO SHOWER DOOR WR WASTE RECEPTACLE SI SECONDARY INFLUENT WS WSB WATERSTOP WASTE SLUDGE BLOWER SIM SIMILAR WT WEIGHT Si SAWED JOINT WW WETWELL SKL SLG SKYLIGHT SLIDE GATE WWF WELDED WIRE FABRIC SM SHEET METAL x BY, TIMES SP SUMP PUMP, STOP PLATE XR EXCESS RECIRCULATION SPA,SPCG SPACING, SPACES SPEC(S) SPECIFICATION(S) SPLY SUPPLY yy YARD HYDRANT SQ SQUARE SR SUPPLY REGISTER, SEPTAGE RECEIVING, SLUDGE RECIRCULATION SRD SEPTAGE RECEIVING DRAIN SS(T) STAINLESS STEEL & AND SS(MH) SANITARY SEWER (MANHOLE) @ AT SSK SERVICE SINK CIL CENTERLINE ST SELF TAPPING, SEDIMENT TRAP, SLUDGE TRANSFER < DEFLECTION ANGLE STA STATION # NUMBER STD STANDARD PER CENT STL STEEL STOR STORAGE STR STRUCTURAL SU SUPERNATANT, SUMP PUMP DISCHARGE SUP SUPPLY SUSP SUSPENDED SV SHUTOFF VALVE SW SWITCH, STORM WATER, SERVICE WATER SWBD SWITCHBOARD SWGR SWITCHGEAR SWR SEWER SWS SEAL WATER SOLENOID SYM SYMMETRICAL SYS SYSTEM T THERMOSTAT, TREAD, TOTALIZER T TRANSFORMER, TELEPHONE, TOP TAN TANGENT TB TERMINAL BOX T&B TOP AND BOTTOM TBA TO BE ABANDONED TBE THREAD BOTH ENDS TBM TEMPORARY BENCHMARK TC TOWEL CABINET, TOP OF CURB TC TERMINAL CABINET TEL TELESCOPING TEMP TEMPERATURE, TEMPORARY TERM TERMINAL TFM TRANSFER FORCE MAIN T&G TONGUE & GROOVE TH TEST HOLE THK THICK, THICKNESS THR THRESHOLD TI TOTALIZING INDICATOR, TEMPERATURE INDICATOR TIR TOTALIZING INDICATING RECORDER TMUW THICKENER MAKE UP WATER TOC TOP OF CONCRETE TOF TOP OF FOOTING TOG TOP OF GRATE TOM TOP OF MASONRY TOS TOP OF STEEL, TOP OF SLAB TOW TOP OF WALL TP TWISTED PAIR COUPLE, TOWEL PIN, TRANSFER PUMP TPD TEMPORARY PUMP DISCHARGE TPS TRANSFER PUMP SUCTION TRANS TRANSFORMER, TRANSMITTER, TRANSFER TS TEMPERATURE SWITCH, THICKENED SLUDGE TV TELEVISION, TELESCOPING VALVE TYP TYPICAL TW TEMPERED WATER TWAS THICKENED WASTE ACTIVATED SLUDGE { h r SHEET 2 OF 17 o �BNR TRAIN NO. 2 CLEAN OUT (NOTE 1) DIFFUSED AERATION DIFFUSED AERATION DIFFUSER (TYP, NOTE 5) LATERAL (TYP, NOTE 5)2 =M sm ..�...� m. m. tom- FINE PORE DIFFUSED AERATION GRID NO. 2 ._.. (NOTE 5) M -- - .e aA Gamesomeness v,om mem -316 -M -34F-4 8" INDUSTRIAL BUTTERFLY VALVE 0 e 0 C S-2 3/4" EXPANSION o JOINT ' 0 B NTYPE 2 S-2 SUPPORT 8" PROCESS AIR (NOTE 2) NOTE 7 ,,,,—ROTOR 4 (NOTE 3) DIFFUSED AERATION MANIFOLD (TYP, NOTE 5) Meet 0010 mo mm ON mem eo mmm mem m® mem m e DEMO ROTOR BAFFLE ASSEMBLY (NOTE 3) DO PROBE AND CONTROLLER (NOTE 6) TYPE 7 G SUPPORT S-2 TYPE 6 41 F SUPPORT US -2 � \ -- M- FINE PORE DIFFUSED 4ERATION GRID NO. 1 (NOTE 5) 251-0" DOUBLE ARCH EXPANSION JOINT (TYP) ,,TYPE 4 SUPPORT D (TYP OF 2) S-2 I PIPE INSULATION NOT SHOWN FOR CLARITY A M-4 OXIDATION MIXER NO. 1 (NOTE 4) YPE 1 UPPORT S-2 2 'QUI PMENT BASE ( _ B TYP OF 2) _ OXIDATION STAGE FLOW ---s- NOTES: 1. BNR TRAIN NO. 2 CLEANOUT: EXISTING BNR TRAIN NO. 2 IS CURRENTLY OUT OF SERVICE WITH APPROXIMATELY 2 FEET OF WASTEWATER, SOLIDS, AND DEBRIS IN THE BOTTOM OF EACH ANAEROBIC, ANOXIC, OXIDATION, AND REAERATION STAGE, CONTRACTOR SHALL COMPLETELY CLEAN OUT EXISTING BNR TRAIN NO. 2 TO REMOVE ALL WASTEWATER, SOLIDS, AND DEBRIS FROM EACH STAGE. CONTRACTOR IS RESPONSIBLE FOR ALL HANDLING, HAULING, AND DISPOSAL OF ALL WASTEWATER, SOLIDS, AND DEBRIS, FREE LIQUID SHALL BE REMOVED FROM SOLIDS AND DEBRIS SUCH THAT IT PASSES A PAINT FILTER TEST, LIQUID MAY BE DISPOSED OF BY MEANS OF PUMPING OR PIPED GRAVITY DRAINAGE FROM WASTE CONTAINERS TO THE EXISTING LAGOON EAST OF BNR TREATMENT TRAINS, PROVIDED IT IS ADEQUATELY SCREENED TO PREVENT DISCHARGE OF SOLIDS AND DEBRIS, ALL REMAINING SOLIDS AND DEBRIS SHALL BE HAULED OFF AND DISPOSED OF IN A LANDFILL. CONTRACTOR IS RESPONSIBLE FOR LIQUID CONTAINMENT TO PREVENT ANY ILLICIT SPILLS AND IS RESPONSIBLE FOR ANY ASSOCIATED FINES INCURRED DUE TO SPILLS. ALL REMAINING WASTEWATER, SOLIDS, AND DEBRIS SHALL BE HAULED OFF AND DISPOSED OF IN A LANDFILL. WASTEWATER, SOLIDS, AND DEBRIS ARE NOT CONSIDERED HAZARDOUS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LANDFILL FOR DISPOSAL AND ALL TRANSPORTATION AND OFFLOADING INCLUDING TIPPING FEES, REFER TO THE BID FORM AND SPECIFICATION SECTION 01025 MEASUREMENT AND PAYMENT FOR THE BASIS OF BID AND PAYMENT FOR CLEANOUT OPERATIONS. CONTRACTOR SHALL COMPLY FULLY WITH ALL APPLICABLE SAFETY AND HEALTH REGULATIONS INCLUDING WORK IN CONFINED SPACES AS REQUIRED IN SPECIFICATION SECTION 01015 PROJECT REQUIREMENTS DURING CLEANOUT OPERATIONS. CONTRACTOR SHALL MAINTAIN CONTINUOUS ATMOSPHERIC MONITORING WHILE PERSONNEL ARE INSIDE BNR TRAIN NO. 2 FOR OXYGEN LEVELS, PERCENT L.E.L., AND HYDROGEN SULFIDE. MONITORING DEVICES SHALL BE EQUIPPED WITH ALARMS TO AUTOMATICALLY WARN WORKERS OF THE ONSET OF DANGEROUS ATMOSPHERIC CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCKOUTITAGOUT ASSOCIATED WITH BNR TRAIN NO. 2 ELECTRICAL -MECHANICAL EQUIPMENT REQUIREMENTS WITH OWNER. 2, BLOWER LAYOUT AND DISCHARGE PIPE LOCATION, ELEVATION, AND DIAMETER WILL VARY BETWEEN MANUFACTURERS. BLOWER DISCHARGE CHECK VALVE TO BE FURNISHED BY BLOWER MANUFACTURER AS PART OF THE BLOWER PACKAGE, CHECK VALVE N LOCATION INTERNAL OR EXTERNAL TO BLOWER ENCLOSURE WILL VARY BETWEEN MANUFACTURERS, CONTRACTOR TO COORDINATE ROUTING AND ELEVATION OF PROCESS AIR PIPING AND CONNECTION TO BLOWER DISCHARGE WITH MANUFACTURER FOR LU EQUIPMENT FURNISHED AND SHALL FURNISH AND INSTALL Z REDUCER IF REQUIRED TO TRANSITION FROM BLOWER DISCHARGE C/) FLANGE SIZE TO PIPE SIZE. PIPE SIZE SHALL BE AS l WINDICATED HERE IN, REFER TO SPECIFICATION SECTION 11615 LU FOR COMPLETE DETAILS OF ROTARY POSITIVE DISPLACEMENT BLOWERS, W 3, ROTOR NO. 4 IS OUT OF SERVICE AND THE ROTOR SHAFT ASSEMBLY HAS BEEN REMOVED, DEMOLISH AND DISPOSE OF EXISTING HOT DIPPED GALVANIZED BAFFLE ASSEMBLY ASSOCIATED WITH ROTOR NO. 4. v 15 4, REMOVE AND SALVAGE EXISTING SUBMERSIBLE MIXERS AND REPLACE WITH NEW EQUIPMENT AS INDICATED ON NOTE 1 OF SHEET M-2. 5, DIFFUSED AERATION DROP LEG, MANIFOLD, LATERALS, AND 1 DIFFUSERS TO BE FURNISHED BY FINE PORE DIFFUSED AERATION EQUIPMENT MANUFACTURER. APPROXIMATE LIMITS ARE SHOWN SCHEMATICALLY WITH DETAILS OF LATERALS AND DIFFUSERS NOT SHOWN FOR CLARITY, REFER TO 11570 SPECIFICATION SECTION FOR REQUIREMENTS INCLUDING MINIMUM REQUIRED SPACING OF LATERALS. 6. CONTRACTOR TO REPLACE EXISTING DO PROBE AND CONTROLLER IN KIND WITH NEW HACH MODEL SC200 CONTROLLER AND NEW HACH MODEL LDO PN -902000 PROBE. FOLLOWING INSTALLATION OF PROBE, A TECHNICAL REPRESENTATIVE OF THE SUPPLIER SHALL CALIBRATE THE PROBE AND PROVIDE A WRITTEN CALIBRATION REPORT INDICATING THE RESULTS AND FINAL SETTINGS. 7. EXPANSION JOINT (ONLY FOR BLOWER 2 DISCHARGE PIPE) SHALL BE PROVIDED WITH TWO TIE RODS ORIENTED IN THE TOP -BOTTOM POSITION OF THE JOINT. THE ROD NUTS SHALL BE SET TO ALLOW JOINT COMPRESSION WHILE PREVENTING EXPANSION. LATERAL CAPABILITIES OF THE JOINT SHALL NOT BE PROHIBITED FROM THE TIE RODS. REFER TO SPECIFICATION SECTION 15064 FOR ADDITIONAL DETAILS. 8. EXISTING FEATURES SHOWN ON THIS SHEET (SCREENED DELINEATION) WERE SCANNED FROM EXISTING RECORD DRAWING NO, C-13 PREPARED BY MCKIM & CREED, DATED I SEPTEMBER 19, 2007. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO CONSTRUCTION. I PARTIAL PLAN - NORTH LO 118" = 1'-0" FINAL DRAWING FOR REVIEW PURPOSES ONLY mes NOT RELEASED FOR CONSTRUCTION,0 N PROJECT KBP DATE: 112212018 a o, ENGINEER: DESIGNED ecce%%s°G A wrat _o ZEK ee .< °.. SCALE: 118 =1DBY:°�°s $� T IA UV T VVAT T` 1'i 7` L. 7"'USE PROJECT NO. 194729 DRAWN BY: MDD A r 033729 e r ENGINEERING & CONSTRUCTION C\jCHECKED BY: DEF ��!'��,}'n At ��+Y� 60E.VANBURENSTREET,SUITE 1501CHICAGO,IL 60605 Black & Veatch International Company a� /��j j�j /'� O ��sso. N x1v�o °�� ee�� License No. 184.003176-0015 Business License NO. F-0794 ((1)ES„/J-iA/V I CAL q IF THIS BAR DOES NOT Osseo** Tel. Tel. {312)9 milhouseinccom2)987-0071 9000 Regency Parkway, Suite 2d{} ©w MEASURE 1 " THEN DRAWING 0 1 /2 1 °,°j°ni�� 1,V%% � TREATMENT TRAIN ® a 2 SHEET 4 OF 17 w� o/ Cary, North Carolina 27518 PARTIAL PLAN - NORTH > a REV ISSUED FOR DATE BY I S NOT TO FULL SCALE ll '"1 CP! uQi a11 BNR TRAI h CLEAN OU7 (NOTE 2) ISSUED FOR PROJECT KBP ENGINEER: DESIGNED ZEK BY: DRAWN BY: MDD CHECKED BY: DEE IF THIS BAR DOES NOT 0 112„ 1" MEASURE 1" THEN DRAWING DATE BY IS NOT TO FULL SCALE u n s a t � 3 X a x F t 4... c. ,i W � . x 5 1 £ r: : �r I5' ., t. r 3 0�' a • � , v N t °� C°°trill It y##1 AR '�°.....,,.S�CJ,, sns MiLrlv'USE ENGINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouseinc.com Mack & Veatch International Company Business License No. F-0794 9000 Regency Parkway, Suite 200 Cary, North Carolina 27518 NOTES: 1. REMOVE AND SALVAGE FIRST ANOXIC MIXERS N0, 1 AND 2 AND SECOND ANOXIC MIXER N0, 2 AND REPLACE WITH NEW EQUIPMENT AS INDICATED BELOW. EXISTING WALL PUMP, ANAEROBIC MIXERS NO, 1-3, AND SECOND ANOXIC MIXER NO. 1 HAVE ALREADY BEEN REMOVED. CONTRACTOR TO INSTALL NEW EQUIPMENT ON EXISTING GUIDE RAILS AS INDICATED. REFER TO SECTIONS ON SHEET M-4 FOR ADDITIONAL DETAILS, DESCRIPTION MODEL QUANTITY OXIDATION MIXER TRE 326-3,43-4124 6,0 HP EMU MIXER 2 WALL PUMP RZP80-1,22-6/22 14 HP EMU WALL PUMP 1 ANAEROBIC MIXER TR50-2.37-618 2,7 HP EMU MIXER 3 FIRST ANOXIC MIXER TR75-2.19-6/16 6.0 HP EMU MIXER 2 SECOND ANOXIC MIXER TR75-2,17-6/16 6.0 HP EMU MIXER 2 2, BNR TRAIN NO. 2 CLEANOUT: EXISTING BNR TRAIN NO. 2 IS CURRENTLY OUT OF SERVICE WITH APPROXIMATELY 2 FEET OF WASTEWATER, SOLIDS, AND DEBRIS IN THE BOTTOM OF EACH ANAEROBIC, ANOXIC, OXIDATION, AND REAERATION STAGE. CONTRACTOR SHALL COMPLETELY CLEAN OUT EXISTING BNR TRAIN NO, 2 TO REMOVE ALL WASTEWATER, SOLIDS, AND DEBRIS FROM EACH STAGE. CONTRACTOR IS RESPONSIBLE FOR ALL HANDLING, HAULING, AND DISPOSAL OF ALL WASTEWATER, SOLIDS, AND DEBRIS, FREE LIQUID SHALL BE REMOVED FROM SOLIDS AND DEBRIS SUCH THAT IT PASSES A PAINT FILTER TEST. LIQUID MAY BE DISPOSED OF BY MEANS OF PUMPING OR PIPED GRAVITY DRAINAGE FROM WASTE CONTAINERS TO THE EXISTING LAGOON EAST OF BNR TREATMENT TRAINS, PROVIDED IT IS ADEQUATELY SCREENED TO PREVENT DISCHARGE OF SOLIDS AND DEBRIS, ALL REMAINING SOLIDS AND DEBRIS SHALL BE HAULED OFF AND DISPOSED OF IN A LANDFILL,CONTRACTOR IS RESPONSIBLE FOR LIQUID CONTAINMENT TO PREVENT ANY ILLICIT SPILLS AND IS RESPONSIBLE FOR ANY ASSOCIATED FINES INCURRED DUE TO SPILLS, ALL REMAINING WASTEWATER, SOLIDS, AND DEBRIS SHALL BE HAULED OFF AND DISPOSED OF IN A LANDFILL. WASTEWATER, SOLIDS, AND DEBRIS ARE NOT CONSIDERED HAZARDOUS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LANDFILL FOR DISPOSAL AND ALL TRANSPORTATION AND OFFLOADING INCLUDING TIPPING FEES, REFER TO THE BID FORM AND SPECIFICATION SECTION 01025 MEASUREMENT AND PAYMENT FOR THE BASIS OF BID AND PAYMENT FOR CLEANOUT OPERATIONS, CONTRACTOR SHALL COMPLY FULLY WITH ALL APPLICABLE SAFETY AND HEALTH REGULATIONS INCLUDING WORK IN CONFINED SPACES AS REQUIRED IN SPECIFICATION SECTION 01015 PROJECT REQUIREMENTS DURING CLEANOUT OPERATIONS, CONTRACTOR SHALL MAINTAIN CONTINUOUS ATMOSPHERIC MONITORING WHILE PERSONNEL ARE INSIDE BNR TRAIN NO. 2 FOR OXYGEN LEVELS, PERCENT L.E.L,, AND HYDROGEN SULFIDE, MONITORING DEVICES SHALL BE EQUIPPED WITH ALARMS TO AUTOMATICALLY WARN WORKERS OF THE ONSET OF DANGEROUS ATMOSPHERIC CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCKOUTITAGOUT ASSOCIATED WITH BNR TRAIN NO, 2 ELECTRICAL -MECHANICAL EQUIPMENT REQUIREMENTS WITH OWNER, 3, DIFFUSED AERATION DROP LEG, MANIFOLD, LATERALS, AND DIFFUSERS TO BE FURNISHED BY FINE PORE DIFFUSED AERATION EQUIPMENT MANUFACTURER. APPROXIMATE LIMITS ARE SHOWN SCHEMATICALLY WITH DETAILS OF LATERALS AND DIFFUSERS NOT SHOWN FOR CLARITY. REFER TO 11570 SPECIFICATION SECTION FOR REQUIREMENTS INCLUDING MINIMUM REQUIRED SPACING OF LATERALS, 4. EXISTING FEATURES SHOWN ON THIS SHEET (SCREENED DELINEATION) WERE SCANNED FROM EXISTING RECORD DRAWING NO, C-13 PREPARED BY MCKIM & CREED, DATED SEPTEMBER 19, 2007, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO CONSTRUCTION, c , r 4 T t f 3, t F DURHAM TRIANGLE WASTEWATER AERATION r IMPROVEMENTS MECHANICAL BNR TREATMENT TRAIN t PARTIAL PLANSOUTH DATE: 1/2212018 SCALE: 118"=1'-O" PROJECT NO. 194729 SHEET 5 OF 17 8" PROCESS AIR O PROJECT LO ENGINEER; KBP co o DESIGNED zEK N BY: N DRAWN BY: MDD ai CHECKED BY: DEF 0 Q o I F0 112 THIS BAR DOES NOT „ 1" w MEASURE 1 " THEN DRAWING 0 o REV ISSUED FOR DATE BY IS NOT TO FULL SCALE AS RECOMMENDED BY MANUFACTURER 12� SECTION M-1 114" = 1'-0" vvvi L� � 'y To°booN°Oo © �,,� °0C B `,,0',, °0jrrruurrr °° 8" DIFFUSED AERATION DROP LEG (TYP, NOTE 1) DIFFUSED AERATION MANIFOLD (TYP, NOTE 1) DIFFUSED AERATION LATERAL (TYP, NOTE 1) PRESSURE GAUGE ---- CIL EL 277.58 8" PROCESS AIR NOTE 5 E N TYPE 5_/ S-2 SUPPORT 2" WASHDOWN WATER (NOTE 31 ROTOR N0. 4 (NOTE 2) 8" DIFFUSED AERATION DROP LEG (NOTE 1) DIFFUSED AERATION MANIFOLD (NOTE 1) -DIFFUSED AERATION LATERAL (TYP, NOTE 1) NOTES: 1. FINE PORE DIFFUSED AERATION EQUIPMENT SHOWN SCHEMATICALLY TO ILLUSTRATE LIMITS OF EQUIPMENT. DETAILS OF DIFFUSERS AND LATERALS NOT SHOWN FOR CLARITY. 2. ROTOR NO. 4 IS OUT OF SERVICE AND THE ROTOR SHAFT ASSEMBLY HAS BEEN REMOVED. DEMOLISH AND DISPOSE OF EXISTING BAFFLE ASSEMBLY ASSOCIATED WITH ROTOR NO. 4. REFER TO APPENDIX 02050-A FOLLOWING SPECIFICATION SECTION 02050 FOR DETAILS OF EXISTING BAFFLE ASSEMBLY. 3. ROUTE 8" PROCESS AIR AROUND EXISTING 2" WASHDOWN WATER PIPING AS SHOWN, 4. EXISTING FEATURES SHOWN ON THIS SHEET (SCREENED DELINEATION) WERE SCANNED FROM EXISTING RECORD DRAWING NO. C-17 PREPARED BY MCKIM & CREED, DATED SEPTEMBER 19, 2007, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO CONSTRUCTION. 5. PIPE SHALL BE INSULATED FROM EACH BLOWER DISCHARGE UP TO THIS POINT. PIPE INSULATION NOT SHOWN FOR CLARITY. ON PIPES 2 INCHES AND LARGER INSULATION INSERTS SHALL BE INSTALLED IN ALL GUIDE AND WEIGHT SUPPORTS LOCATIONS WHERE PIPE INSULATION IS IN CONTACT WITH THE PIPE. THE INSERT SHALL BE INSTALLED BETWEEN THE SUPPORT SHIELD AND PIPING, THE INSERT SHALL BE OF THE SAME THICKNESS AND CONTOUR AS THE ADJACENT INSULATION. THE INSERT SHALL BE CONSTRUCTED OF WOOD OR HEAVY DENSITY INSULATING MATERIAL SUITABLE FOR THE SYSTEM OPERATING TEMPERATURES AND WITHSTAND A MINIMUM FORCE OF 400LBS WITHOUT CRUSHING. 6. BLOWER LAYOUT AND DISCHARGE PIPE LOCATION, ELEVATION, AND DIAMETER WILL VARY BETWEEN MANUFACTURERS, BLOWER DISCHARGE CHECK VALVE TO BE FURNISHED BY BLOWER MANUFACTURER AS PART OF THE BLOWER PACKAGE, CHECK VALVE LOCATION INTERNAL OR EXTERNAL TO BLOWER ENCLOSURE WILL VARY BETWEEN MANUFACTURERS, CONTRACTOR TO COORDINATE ROUTING AND ELEVATION OF PROCESS AIR PIPING AND CONNECTION TO BLOWER DISCHARGE WITH MANUFACTURER FOR EQUIPMENT FURNISHED AND SHALL FURNISH AND INSTALL REDUCER IF REQUIRED TO TRANSITION FROM BLOWER DISCHARGE FLANGE SIZE TO PIPE SIZE. PIPE SIZE SHALL BE AS INDICATED HERE IN. REFER TO SPECIFICATION SECTION 11615 FOR COMPLETE DETAILS OF ROTARY POSITIVE DISPLACEMENT BLOWERS. BY CONTRACTOR BY FINE PORE DIFFUSED AERATION EQUIPMENT MANUFACTURER r2:� SECTION M-1 114° = 1'-0" A N OXIDATION M-4 MIXER r" V s :.. :.. ... .. ,.. ,.,,.,.. ,»..... x.: n. .v.+.. x...n,. .rr,.rc. .. : .. i=*. .n,.. n::.n ..n......n>.„ r., ra ,,. ,.. w.x..v.. rc.,...... ✓,,,,,,,,,;,,, r.+a. .;9a: a & 3 t 1111,.1 t� r 1 s f C d x {$ e s� Aft MILI1870JUSE *ENGINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouseinc.com E Black & Veatch International Company Business License No. F-9794 9009 Regency Parkway, Suite 200 Cary, North Carolina 27518 !t 1 z�► TRIANGLE WASTEWATER TREATMENT PLAN11AERATION SYSTEM IMPROVEMENTS MECHANICAL BNR TREATMENT TRAIN NO. 2 SECTIONS DATE: 112212018 SCALE: 114"=1'-0" I PROJECT NO. 194729 1 SKEET 6 OF 17 co C\l 0 ^n4?aww�'.toSss i 1. THE APPLICABLE BUILDING CODE IS THE 2009 INTERNATIONAL BUILDING CODE (IBC). 2. THE REQUIREMENTS INDICATED ON THIS SHEET ARE INTENDED AS A BASIC SUMMARY OF THE MATERIAL AND CONSTRUCTION REQUIREMENTS FOR THE PROJECT. ADDITIONAL, MORE STRINGENT REQUIREMENTS ARE GIVEN IN THE PROJECT DETAIL DRAWINGS AND SPECIFICATIONS. 3. ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION. CAST -IN-PLACE CONCRETE 1, A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI WAS UTILIZED IN THE DESIGN OF STRUCTURAL REINFORCED CONCRETE. SEE SPECIFICATIONS FOR CONSTRUCTION STRENGTH REQUIREMENTS. 2. THE LOCATION OF ALL CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS, OTHER THAN THOSE SPECIFIED OR SHOWN ON THE PLANS, SHALL BE ACCEPTABLE TO THE ENGINEER PRIOR TO PLACING CONCRETE. 1. ALL REINFORCING BAR SHALL BE GRADE 60, DEFORMED, ASTM A615, UNLESS NOTED OTHERWISE, 2. DIMENSIONS TO REINFORCING BARS ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS THE CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. 3. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESS APPROVAL IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL INCLUDE ADHESIVE ANCHORS (THREADED RODS, BOLTS OR REINFORCING BARS), EXPANSION ANCHORS, AND UNDERCUT ANCHORS INSTALLED INTO HARDENED CONCRETE OR MASONRY. SEE THE ANCHORAGE IN CONCRETE AND MASONRY SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS. 2. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER PRIOR TO USING POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. 3. CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING STEEL AND OTHER EMBEDDED ITEMS WHEN DRILLING HOLES. REINFORCING BARS SHALL NOT BE DAMAGED DURING DRILLING OR ANCHOR INSTALLATION. HOLES SHALL BE DRILLED AND CLEANED PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. 4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED IN THE SPECIFICATION OR INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. PRODUCT ICC -ESR EVALUATION REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL PACKAGE. IF REQUESTED, CALCULATIONS PREPARED BY A REGISTERED PROFESSIONAL ENGINEER USING METHODS AND PROCEDURES REQUIRED BY THE BUILDING CODE MAY BE REQUIRED AS PART OF THE SUBMITTAL PACKAGE. 5. UNLESS NOTED OTHERWISE, THE MINIMUM EMBEDMENT PROVIDED FOR ADHESIVE ANCHORED REINFORCING BARS SHALL DEVELOP THE FULL TENSILE STRENGTH OF THE BAR. 6. SPECIAL INSPECTION WILL BE PROVIDED FOR ALL POST -INSTALLED ANCHORS. EXIST PUCKER TO ALLOW MOVEMENT WATERSTOP SIKADUR COMBIFLEX SG SYSTEM W1 EXIST SIKADUR 31 ADHESIVE. INSTALL CONC WALL M ACCORDING TO MANUFACTURER'S �. RECOMMENDATIONS EDGE OF BASE PL - _ BASE PL AS REQD T � w BY EQUIPMENT Lu FURNISHED BASIC WIND SPEED ................................. M 4 }. #5@12"(MAX) EW-----\ C 5HCIO SEISMIC LOAD: cn X RESPONSE ACCELERATION (Ss) ........................ 0.204g w uj MAPPED MCE ONE SECOND PERIOD SPECTRAL U C1 G)lZt 0.080g z EXIST DOWEL DEMO EXIST SEALANT, BACKER ROD, AND EXP 0.218g JT AS REQUIRED TO INSTALL (2) OPEN CELL EXIST 314" OR POLYURETHANE FOAM BACKER RODS IN EXP JT. 1" EXPANSION JT BACKER RODS TO BE TWICE THE WIDTH OF THE 0.127g JT AND SOAKED IN SIKAFIX HH LV. SOAK AND SITE CLASS ........................................ INSTALL ACCORDING TO MANUFACTURER'S 5. RECOMMENDATIONS. SEE NOTE 1 A EXPANSION JOINT REPAIR M-1 NO SCALE 15 PSF NOTE: STAINLESS STEEL 1. STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593, ALLOY GROUP 1 OR 2, UNLESS NOTED OTHERWISE. MINIMUM YIELD STRENGTH SHALL BE 45 KSI. 2. STAINLESS STEEL PLATES SHALL CONFORM TO ASTM A240, TYPE 316L. 3. STAINLESS STEEL STRUCTURAL SHAPES SHALL CONFORM TO ASTM A1069 OR ASTM A276, TYPE 316L. STRUCTURAL STEEL 1. ROLLED WIDE FLANGE SHAPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI; CHANNELS, PLATES, AND ANGLES A MINIMUM OF 36 KSI; STRUCTURAL PIPES A MINIMUM OF 35 KSI; ROUND STRUCTURAL TUBES A MINIMUM OF 46 KSI, AND RECTANGULAR STRUCTURAL TUBES A MINIMUM OF 50 KSI. 2. WELDING SHALL BE DONE WITH A FILLER MATERIAL HAVING A MINIMUM TENSILE STRENGTH OF 70 KSI. 3. BOLTED CONNECTIONS SHALL USE 314" DIA ASTM A325 BOLTS WITH THE THREADS EXCLUDED FROM THE SHEAR PLANE, UNLESS NOTED OTHERWISE. 4. CARBON STEEL OR GALVANIZED STEEL ANCHOR RODS AND ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36. 5. HOLES FOR ANCHOR RODS AND ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE AS FOLLOWS: BOLTIROD 314" TO 1" - 5116" OVERSIZE BOLTIROD 1" TO 2" - 112" OVERSIZE BOL TSIRODS OVER 2" - 1" OVERSIZE AT THE CONTRACTOR'S OPTION, OVERSIZE HOLES LARGER THAN THOSE LISTED ABOVE MAY BE USED, PROVIDED THAT 318" PLATE WASHERS ARE ALSO USED AND FIELD WELDED WITH A 5116" FILLET TO THE BASE PLATE ALONG A MIN OF 3 SIDES. 1. THE DRAWINGS DEPICT WORK AT EXISTING STRUCTURES. ALL DIMENSIONS AND ALL DEPICTIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS, STARTING FABRICATION, OR STARTING CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, REPAIRS OR STRUCTURAL MODIFICATIONS THAT ARE REQUIRED DUE TO DEMOLITION BEYOND THE LIMITS IDENTIFIED ON THE DRAWINGS. 3. REINFORCEMENT FOR ANY EXISTING CONCRETE OR MASONRY ELEMENT SHALL NOT BE DAMAGED UNLESS THE ELEMENT IS TO BE DEMOLISHED. WHEN LOCATING EXISTING REINFORCEMENT IS REQUIRED, IT SHALL BE LOCATED USING NON-DESTRUCTIVE METHODS. REINFORCING STRANDS IN EXISTING PRESTRESSED CONCRETE SHALL NOT BE CUT, UNLESS INDICATED ON THE DRAWINGS OR OTHERWISE AUTHORIZED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, REPAIRS OR STRUCTURAL MODIFICATIONS THAT ARE REQUIRED DUE TO DAMAGE OF CONCRETE, MASONRY OR REINFORCEMENT THAT HAS BEEN IDENTIFIED ON THE DRAWINGS TO REQUIRE FIELD VERIFICATION. 4. CORE DRILLING AND SAW CUTTING SHALL NOT BE PERFORMED UNLESS INDICATED ON THE DRAWINGS OR APPROVED BY ENGINEER. 5. EXPOSED CONCRETE SURFACES THAT REMAIN AFTER DEMOLITION SHALL BE REPAIRED TO MATCH ADJACENT CONCRETE SURFACES. 6. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, EXPOSED CONCRETE SURFACES WITH REINFORCEMENT, ANCHOR BOLTS, HANGER RODS, OR OTHER EXPOSED METAL EMBEDMENTS SHALL BE REPAIRED BY CUTTING OFF THE METAL AT THE FACE OF THE CONCRETE, GRINDING SMOOTH, AND COATING. COATING SHALL EXTEND A MINIMUM OF 1" BEYOND THE EDGE OF ANY EXPOSED METAL. 1, DEMO OF EXISTING SEALANT, BACKER ROD, AND EXPANSION JOINT ONLY APPLIES FOR LOCATIONS WHERE LIQUID WILL BE ON ONE SIDE OF THE WALL. FOR LOCATIONS WHERE THE LIQUID WILL BE ON BOTH SIDES, THERE WILL BE NO DEMO OF THE EXISTING JOINT MATERIAL REQUIRED AND THERE WILL BE NO NEW BACKER RODS INSTALLED. IN THESE LOCATIONS, ONLY THE NEW SIKADUR COMBIFLEX SG SYSTEM SHALL BE APPLIED. 2, DEMO OF EXISTING EXPANSION JOINT SHALL STOP SHORT OF THE EXISTING WA TERSTOP. EXISTING WA TERSTOP SHALL NOT BE DAMAGED. PROJECT ENGINEER: KBP DESIGNED ACW BY: CHECKED BY: KC IF THIS BAR DOES NOT 0 112„ 1° MEASURE 1" THEN DRAWING ISSUED FOR DA TE BY IS NOT TO FULL SCALE --. ANCHOR ROD AS REQD BY tri EQUIPMENT FURNISHED - 0 CALCULATED Z Cc 1 112" MIN TO o o EDGE OF BASE PL - _ BASE PL AS REQD T � w BY EQUIPMENT Lu FURNISHED BASIC WIND SPEED ................................. 90 MPH i� #5@12"(MAX) EW-----\ x #5 AT MID -HEIGHT OF BASE (4 SIDES) T LEAVE ROUGH (NEW CONSTRUCTION) co YSTD HOOK (TYP) OPENING AND 3116" PL SL; WI SEEP RING IF REQD BY EQUIPMENT FURNISHED 411 MIN II II it li .r NO SCALE #4 DWLS @ 12" MAX W1 STD HOOKS (TYP) �v t3'�. �. i r .� ' + �; c k #, ✓F t; .,„... s � y r '., "" �. e s 5 i r., �„�,.,a; '• ,r `+� h, 5 �. � ...p,:,. :.� a s r r. r z F,, t S, 5'a d i �r f 4 1 1 k 6 Y S far Y 4 ha Sr f 1 r. x a Y. r LOADING CRITERIA 1. HEAL? LOAD ............................................ CALCULATED 2. LIVE LOADS: CONSTRUCTION OPERATING AND PROCESS FLOORS .................... 150 PSF 3. WIND LOAD: I MINUS 2" (6" MAX) BASIC WIND SPEED ................................. 90 MPH EXPOSURE.......................................... C 4, SEISMIC LOAD: MAPPED MCE SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (Ss) ........................ 0.204g MAPPED MCE ONE SECOND PERIOD SPECTRAL RESPONSE ACCELERATION (SI) ........................ 0.080g DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS(S.0s)............................ 0.218g DESIGN SPECTRAL RESPONSE ACCELERATION AT ONE SECOND PERIOD (SQI)........................ 0.127g SITE CLASS ........................................ D 5. SNOW LOAD: GROUND SNOW LOAD(Pg)............................. 15 PSF FLAT -ROOF SNOW LOAD ............................... 13 PSF SNOW EXPOSURE FACTOR .............................. 0.9 IMPORTANCE FACTOR ................................. 1.1 THERMAL FACTOR .................................... 1.2 �v t3'�. �. i r .� ' + �; c k #, ✓F t; .,„... s � y r '., "" �. e s 5 i r., �„�,.,a; '• ,r `+� h, 5 �. � ...p,:,. :.� a s r r. r z F,, t S, 5'a d i �r f 4 1 1 k 6 Y S far Y 4 ha Sr f 1 r. x a Y. r 314" CHAMFER REPLACE OR REMOVE EXIST FLOOR COVERING ® AS REQD FOR REHAB CONSTRUCTION TOP LAYER REINF SLAB THICKNESS I MINUS 2" (6" MAX) U ADHESIVE ANCHOR INTO CONC FOR EXISTING CONSTRUCTION STD NUT AND WASHER �v t3'�. �. i r .� ' + �; c k #, ✓F t; .,„... s � y r '., "" �. e s 5 i r., �„�,.,a; '• ,r `+� h, 5 �. � ...p,:,. :.� a s r r. r z F,, t S, 5'a d i �r f 4 1 1 k 6 Y S far Y 4 ha Sr f 1 r. x a Y. r 114 PIPE W1 1" INSULATION SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION 1 90 DEG ELBOW RILOAD TEFLON PAD, SEE NOTE 1 112" SS PL x6"x6" CTR ON T POST AND LBOW 114 w a w C9 Q. cc wZ3� o�vwi EE 8:'d l-4 - -4 :zi Z o= c\1 u- 112" DIA SS THREADED ROD W1 ADHESIVE ANCHOR SYSTEM 3" DIA SCHEDULE 40 SS PIPE 112" SS PL \ 1" GROUT 112" DIA SS THREADED ROD W1 ADHESIVE ANCHOR SYSTEM ° Q 51 MIN FROM EDGE OF CONC (TYP) A TYPE 1 M-1 7" = 1'-0" 611 1'-6" MAX 2 112" 8," 1 1/2" TYP 2 112" 1 112" TYP 114 V 3" DTA SCHEDULE 40 SS PIPE 112" SS PL E TYPE 5 M-3 1'" '- 1 1 -0„ BUILD UP OR REINFORCE PIPE AT SUPPORT LOCATIONS 112" D1 THREADS ADHESI L SYSTEM 114 PIPE W/ 1" INSULATION SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION 90 DEG ELBOW CTR SUPPORT ON PIPE ELBOW 6" DIA SCHEDULE 40 SS PIPE 314" SS PL 114 V 1" GROUT 112" DIA SS a THREADED ROD W1 a ADHESIVE ANCHOR f SYSTEM V L4ED:GE:OF 2" MIN FROM CONC {TYP) TYPE 2 M-1 1Si = 1"-011 PIPE SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION 112" DIA SS U - OL T W1 DOUBLE NUT RILOAD TEFLON PAD, SEE NOTE 1 Q F TYPE rn M-1 ill 11-011 = � CV ••C'7 "�o PROJECT :ENGINEER: KeP o� `Oo DESIGNED N N ACW BY: N,.. DRAWN BY: ARK C� M CHECKED BY: Kc � „ IF THIS BAR DOES NOT D 112" 1" MEASURE 1 " THEN DRAWING � REV ISSUED FOR DATE BY I S NOT TO FULL SCALE '� C\ r 8" WIDE SS PLATE, 112" THICK SECTION 1-1 ill = 11-011 14" SS PL > W4x13 PIPE W1 1" INSULA TION SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION — 112" DIA SS U -BOLT W/ DOUBLE NUT 3116 TYP BUILD UP OR REINFORCE PIPE AT SUPPORT LOCATIONS AS NEEDED RILOAD TEFLON PAD, SEE NOTE 1 5" WIDE SS PLATE, 3/8" THICK FOR ALL AIR PIPE, 112" THICK FOR LIQUID PIPE UP TO 20" DIA 3" DIA SCHEDULE 40 SS PIPE 112" SS PL 114 V 1" GROUT 112" DIA SS THREADED ROD W1 ° ADHESIVE ANCHOR ° SYSTEM ' a D G 4112" MIN FROM EDGE OF CONC (TYP) c TYPE M-1 ill 11-011 PIPE W1 1" INSULATION SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION -i- 114 TYPE 7 M-1 1 " _ 11-011 NOTES: PIPE Wl 1" INSULATION 1. RILOAD TEFLON PADS MANUFACTURED BY PUREFLEX, SEE PLANS FOR PIPE SIZE, OR EQUAL, SHALL HAVE A NOMINAL OVERALL THICKNESS MATERIAL AND ELEVATION OF 3132", CONSISTING OF A 1132" PERFORATED 304 STAINLESS STEEL SHEET COMPLETELY ENCAPSULATED 90 DEG ELBOW WITH 1132" TFE ON ALL SIDES. THE RILOAD PAD SHALL BE BENT TO THE DIAMETER OF THE PIPE WHERE REQUIRED. THE RILOAD PAD SHALL BE FASTENED TO THE PIPE SUPPORT AT THE MANUFACTURER'S SHOP WITH DRILLED AND COUNTERSUNK HOLES AS RECOMMENDED BY PUREFLEX. s w.tr t rt 6" DIA SCHEDULE 40 SS PIPE 314" SS PL 114 V 1" GROUT 112" DIA SS THREADED ROD W1 IUADHESIVE ANCHOR SYSTEM (TYP) ROM D TYPE 4 M-1 1" = 1'-0" PIPE SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION 8" WIDE SS PLATE, 112" THICK 6" DIA SCHEDULE 40 SS PIPE 3/4" SS PL '12" DIA SS 'HREADED ROD Wl aDHESI VE ANCHOR iYSTEM s r � r. 1 i a ....:: r %,aw,", i.111-1 � :1 5 F 2 s is PIPE W/ 1" INSULATION SEE PLANS FOR PIPE SIZE, MATERIAL AND ELEVATION- 112" LEVATION-112" DIA SS U -BOLT W1 DOUBLE NUT �jffi _r x RILOAD TEFLON PAD, SEE NOTE 1 5" WIDE SS PLATE, 318" THICK FOR ALL AIR PIPE, 112" THICK FOR LIQUID PIPE UP TO 20" DIA 4" DIA SCHEDULE 40 SS PIPE 112" SS PL 114 V 1" GROUT 112" DIA SS THREADED ROD W1 a ADHESIVE ANCHOR a SYSTEM a a D ' 4 112" MIN FROM EDGE OF CONC (TYP) , V $ 4 { rk � 5 P 3 t` 1. f r'v � 1 d l � x i { s � a , ON �111,( it • �vv" Ta r v ,,,---., ..,..,:.-<...,,.w-m�'.'.�x.��'.�xa�-:r-'x+^....,,W-x"+�-.-:v:�.�-�-h ,�"-zx.:.;.:--,:...,,:�,...-"c,--..,—�sncc-"--r;a:,'.,:'--�^:-wmr�^.:,.ra^a--n .�u"--,; s---..-r"^�x -cd z— x:-,•w,cr-. �~~>.mc:-'-.r-„-rK„-nw^„> ..,.,-..;�M-a;.,,,. 5 N 00 0 N Nt N T C 0 N 0 PROJECT KBP ENGINEER: DESIGNED BDH BY: DRAWN BY: A CHECKED BY JTZ IF THIS BAR DOES NOT 0 1/2" 1" MEASURE 1" THEN DRAWING — REV ISSUED FOR DATE dBYIS NOT TO FULL SCALE FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION DATE: 112212018 MILHOU_SEM GINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouseinc.com BLACK & VEATCH Black & Veatch International Company Business License No. F-0794 9000 Regency Parkway, Suite 200 Cary, North Carolina 27518 DURHAM COUNTY EN ----- TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS AERA T ION SYSTEM IMPROVEMENTS PROJECT N0. 194 729 ELECTRICAL E-1 LEGEND, SYMBOLS, ABBREVIATIONS, SHEET 10 OF 17 AND NOTES PLAN SYMBOLS ABBREVIATIONS HOME RUN TO PANELBOARD. NO, OF ARROWS INDICATE NO. OF A AMPERES tt� CIRCUITS, HASH MARKS INDICATE NO. OF #12 AWG. CONDUCTORS. NO ACCU AIR COOLED CONDENSING UNIT HASH MARKS INDICATE 2 #12 CONDUCTORS. AFF ABOVE FINISHED FLOOR AFD ADJUSTABLE FREQUENCY DRIVE CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING. AHU AIR HANDLING UNIT AIC AMPS INTERRUPTING CURRENT 01 +"'`., CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. AER AERATOR ATS AUTOMATIC TRANSFER SWITCH CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR TO BKR BREAKER STRUCTURE OR WALL. BLDG BUILDING CAB CABINET CONCRETE ENCASED DUCTBANK. CLB CURRENT LIMITING BREAKER CP CONTROL PANEL JM JUNCTION BOX N.E.C. SURFACE MOUNTED UNLESS INDICATED CU COPPER OTHERWISE. DH DATA HIGHWAY DISC DISCONNECT Jn JUNCTION BOX PER N.E.C. FLUSH MOUNTED UNLESS INDICATED DO DIGITAL OUTPUT OTHERWISE. DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE POLE SINGLE THROW I --i- FLUSH OR SURFACE MOUNTED LIGHTING PANELBOARD. EFF EFFLUENT ELEC ELECTRICAL -�-�- FLUSH OR SURFACE MOUNTED POWER PANELBOARD. ELR EMERGENCY LOCK -OUT RELAY EM EMERGENCY �q 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH OUTLET BOX, 48" ABOVE ENCL ENCLOSURE -b� FINISHED FLOOR OR 2" ABOVE COUNTER AS REQUIRED. EP EXPLOSION PROOF ESB ENERGY SAVING BALLAST �-J DISCONNECT RACK MOUNTED ETM ELAPSED TIME METER EUH ELECTRIC UNIT HEATER [] �� HOA/DISCONNECT RACK MOUNTED EXT EXTERIOR EVA ELECTRIC VALVE ACTUATOR EYS FITTINGS AND CORRESPONDING "CHICO" CEMENT. COMBINATION EXH EXHAUST u SHALL BE RATED TO PROVIDE A CLASS 1, DIVISION 2 INSTALLATION. EXIST EXISTING F&I FINISH AND INSTALL FCP SEAL FAIL CONTROL PANEL FVNR FULL VOLTAGE NON -REVERSING GEN GENERATOR GFI GROUND FAULT INTERRUPTER SINGLE LINE DIAGRAM SYMBOLS GRS GALA IED RIGID STEEL HOA HANO-OFF-AUTOMATIC COMBINATION MOTOR STARTER C HOLR HOR HAND -OFF -LOCAL -REMOTE HAND -OFF -REMOTE HP HORSEPOWER HPS HIGH PRESSURE SODIUM O ELECTRICAL A.C. MOTOR, NO. INDICATES HORSEPOWER HWY HIGHWAY INSTR INSTRUMENTATION IPS INFLUENT PUMP STATIONKVA _ SERVICE OR EQUIPMENT GROUND KILOVOLT -AMPERES KW KILOWATT LTG LIGHTING POTENTIAL TRANSFORMER MAX MAXIMUM MCC MOTOR CONTROL CENTER MFR MANUFACTURER XXX BREAKER: MH METAL HALIDE XXX TOP NUMBER DENOTES TRIP, MIN MINIMUM BOTTOM NUMBER DENOTES FRAME SIZE. MLO MAIN LUGS ONLY MSC MANUFACTURER SUPPLIED CABLE MTD MOUNTED O 3 PHASE ELECTRICAL GENERATOR MTS MANUAL TRANSFER SWITCH NEC NATIONAL ELECTRICAL CODE NEUT NEUTRAL NIC NOT IN CONTRACT PRESSURE SWITCH (CLOSE) NTS NOT TO SCALE OC ON CENTER OH OVERHEAD P POLE TEMPERATURE SWITCH (OPEN) PB PULL BOX PCP PUMP CONTROL PANEL PFCC POWER FACTOR CORRECTION CAPACITOR PM PHASE MOTOR PNL PANEL PS PVC PUMP STATION POLYVINYL CHLORIDE NOTES RA RIGID ALUMINUM RECPT RECEPTACLE RVNR REDUCED VOLTAGE NON -REVERSING 1. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE SFCP SEAL FAIL CONTROL PANEL MECHANICAL, STRUCTURAL DRAWINGS, AND APPROVED MANUFACTURERS SH SHIELDED SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. SS STAINLESS STEEL SSS SITE SECURITY SYSTEM 2. ALL WORK SHALL COMPLY WITH N.E.C. AND LOCAL CODES. STR STARTER SUPP SUPPRESSOR 3. CONDUCTORS SHALL NOT BE SPLICED EXCEPT AS NOTED IN SPECS. SW SWITCH SWGR SWITCHGEAR 4. ALL CONDUITS SHALL HAVE A BOND WIRE SIZED PER TABLE 250-122 OF THE TBR TO BE REMOVED N.E.C. (UNLESS OTHERWISE NOTED). TC TERMINATION CABINET TR TRANSFORMER 5. PROVIDE 4" CONCRETE EQUIPMENT PADS FOR ALL FREE-STANDING PANELS, TYP TYPICAL AFD'S ETC. UG UNDERGROUND UON UNLESS OTHERWISE NOTED 6. ALL CONTROL PANELS SHALL BE UL LISTED. UPS UNINTERRUPTIBLE POWER SUPPLY UV ULTRAVIOLET V VOLT VFD VARIABLE FREQUENCY DRIVE W WATT W/ WITH WP WEATHERPROOF 0 PHASE FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION DATE: 112212018 MILHOU_SEM GINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouseinc.com BLACK & VEATCH Black & Veatch International Company Business License No. F-0794 9000 Regency Parkway, Suite 200 Cary, North Carolina 27518 DURHAM COUNTY EN ----- TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS AERA T ION SYSTEM IMPROVEMENTS PROJECT N0. 194 729 ELECTRICAL E-1 LEGEND, SYMBOLS, ABBREVIATIONS, SHEET 10 OF 17 AND NOTES 0 N ui 00 4 N Vt N F�JEL�AI�K E ER FILTER ER �J]R CTURE MAI EC. G AA c AA PB1 OL METHANOLrO FEED FACILITY c� ol BIOSOLIDS ELECTRICAL BUILDING — AMM M PROJECT KBP ENGINEER: DESIGNED BDH BY: DRAWN BY: JM CHECKED BY: JTZ IF THIS BAR DOES NOT 0 1/2" 1" MEASURE 1" THEN DRAWING REV ISSUED FOR DATEBY IS NOT TO FULL SCALE o A AA o 14 2-3" CONDUITS TO NETWORK HUB AT LAB BLDG. (CONCRETE ENCASED) nj I F --t- D 1-3" TO TELEPHONE BOARD IN LAB BUILDING. (CONCRETE ENCASED) AA ELEC. ROOM C \ BAA _-..._._ D r -- POWER MANH CLARIFIER u EXISTING MAINTANCE SHED BNR ELECTRICAL BUILDING CLARIFIER DISTRIBUTIfN BfX E E F 3 1 ("Fn /l\�' �,u mm I C2 INFLUENT FLOW AND RAS DISTRIBUTION BOX o��z6as/20.2 4" FUTURE URE SOLIDS BLDG. 2" T SLUDGE HOI TANKS (TY =I 0__M 3" TELEPHONE (FROM LAB BLDG.) 3" SPARE 3" DH Ir TELEPAOIIIE • MAIN ELECTRICAL BUILDING) �c3il[�►I MILHOUSE ENGINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouseinc.com SECTION BB 4" MCC -5 4" MCC -7 9 ANY FOR REVIEW PURPOSES ONLY OQD BLACK & VEATCH Black & Veatch International Company Business License No. F-0794 9000 Regency Parkway, Suite 200 Cary, North Carolina 27518 SHEET NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO COMMENCING CONSTRUCTION OPERATION. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND ELEVATION OF UNDERGROUND UTILITIES USING "NO -CUTS" OR TEST PITS. CONFLICTS BETWEEN NEW AND EXISTING UTILITIES SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. 2. CONTRACTOR SHALL TAKE THE NECESSARY MEANS TO PROTECT ______ EXISTING STRUCTURES. KEYNOTES: EXISTING CONDUITS ROUTED WITHIN 15' ENVELOPE. CONTRACTOR TO ROUTE NEW CONDUITS (IN CONCRETE ENCASED DUCT BANK) IN PARALLEL TO EXISTING ENVELOPE. ZO CONTRACTOR TO PROVIDE TWO STAINLESS STEEL NEMA 4X PULL BOXES TO BE MOUNTED ON BNR STRUCTURE SIZED AS REQUIRED. OXIDATION MIXERS TO BE REPLACED, CONTRACTOR IS TO REUSE EXISTING ELECTRICAL APPARATUS, CONDUIT, AND CABLE WHEREVER POSSIBLE. CONTRACTOR TO REPLACE CONTROL WIRING AND SEAL OFFS AS NEEDED. SEE ELECTRICAL DETAILS SHEET FOR EQUIPMENT ARRANGEMENT. ONEW AERATION BLOWER PACKAGE AND ELECTRICAL EQUIPMENT RACK. FINAL PLACEMENT TO BE DETERMINED IN FIELD. SEE E-7 FOR BLOWER EQUIPMENT RACK DETAIL. OCONTRACTOR TO ROUTE EXPOSED CONDUIT ALONG HAND RAIL KICK PLATE WHEREVER POSSIBLE. CONTRACTOR TO PROVIDE PERMANENT SS CONDUIT COVER/WALKING RAMP. NOW NO T REbP7ASED FOR CONSTRUCTION DURHAM COUNTY DATE: 112212018 TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194729 ELECTRICAL E-2 SITE PLAN SHEET 11 OF 17 0 00 0 N 0r N n fE • t STUB -UP TO AF! CONDUIT STUB -UP Da T CONDENSER UNIT CU --3 L9-5 ME A A a s .4 - 4 d , L9-7 MCC9 4" HOUSEKEEPING PAD (TYPICAL) SCADA PANEL CP5 M�i G [401 L9-29 3 MSB4 L9-6 L9-7 I C4 0-- L9-27 i "- c� Q 120/208V PANELBOARD 'L9' AFD t� f r i- ------1 FRONT SCADA PANEL CP5 M�i G [401 GENERATOR BREAKER GENERATOR CONTROLS GENERATOR BREAKER UTILITY BREAKER DISTRIBUTION SECTIONS MSB4 �- 4" HOUSEKEEPING PAD (TYPICAL) l�._.. ___. ___. _._, - ...... _..- ___. ___. - __.., _. _. - - _.., _... _..V � L9-7 r 1 L9-7 ATS BATTERY RACK IM LOW VOLT J -BOX L9-7 VCTREFER TO SIT PLAN-POR�- BANK ROUTI G OiTS1D OF ELECTRICAL BUILDING �- . ; 4 d 4.. PARTIAL SITE PLAN BIOSOLIDS ELECTRICAL BUILDING SCALE: N.T.S REFER TO SITE PLAN FOR DUCTWORK ROUTING OUTSIDE OF ELECTRICAL BUILDING O 1 4" HOUSEKEEPING PAD AFD I CONDUIT TO AFD AND OSCADA CONTROLS - — (TYP. OF 2 SETS) 4" HOUSEKEEPING PAD AFD 00 i NOTES: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC, NESC AND LOCAL CODES INCLUDING OWNERS STANDARDS AND REQUIREMENTS. 2. REFER TO SINGLE LINE DIAGRAM AND SITE PLAN FOR ADDITIONAL CONDUIT/WIRE REQUIREMENTS. 29.30 4.00 MINIMUM FREE AIR SPACE REQUIRED ' 30.92 r // H Y 0 • — 0.44 MOUNTING HOLES (2 PLACES) T3.00 i MINIMUM FREE IAIR SPACE REQUIRED LOCKOUT DISCONNECT HANDLE OPTIONAL OPERATOR ELEMENTS LOCKABLE QUARTER TURN QUARTER TURN LATCHES 6 PLACES N 1.55 KEYNOTES: OEXISTING CONDUIT ROUTED CONCEALED TO PB -1 OUTSIDE OF BUILDING, REFER TO SITE PLAN, DRAWING E-2 FOR DUCTBANK REQUIREMENTS AND ROUTING FROM PB -1 TO EQUIPMENT LOCATION. <D2ROUTE CAT 6, AND CONTROL WIRE IN 1 INCH CONDUIT FROM THE AFD PANEL TO THE SCADA PANEL CP5. CONTRACTOR TO USE EXISTING CONDUIT IF POSSIBLE. TCONTRACTOR TO USE EXISTING BREAKERS LABELED "FUTURE REUSE PUMP" TO POWER AFD. CHANGE TRIP SETTING OR REPLACE RATING PLUG PER SINGLE LINE DRAWING E-4. 4O CONDUCTORS FROM PANEL L9 CKTS 27 AND 29 ARE TO ROUTED IN NEW 1.5" CONDUIT ALONG THE CEILING AND DROP DOWN BESIDE THE AFD, PENETRATE THE AFD HOUSEKEEPING PAD AND CONTINUE IN THE BLOWER POWER RACEWAY. 0 0 22.48 1 LO Cq cv 00 VVIYV VI I /-1V V{—VV BOTTOM VIEW TOP VIEW CONDUIT TO BLOWER/MOTOR (TYROF 2 SETS) SIZE 7 ENCLOSURE WITH DUTCH DOOR AFD CONDUIT STUB—UP PLAN VIEW SCALE: N.T.S FINISHED FLOOR SCALE: N.T.S __.__ �....... .�..- � __.._ ._____ .�.... ...�.,., .�.... PMT PVC MECHANICAL PIPE PLUG f U) MAIN GENERATOR W DISTRIBUTION PVC BELL END FITTINGU BREAKER 4 z SECTIONS m #2 D O 3 CONTRACTOR TO REMOVE SCH. 40 PVC EXISTING MECHANICAL PLUG CONDUIT STUB -UP -----T� ISWITCHGEAR ELEVATION TYPICAL CONDUIT TI SCALE: N.T.S STUB UP FOR ALL AFD CONDUIT STUB -UP SECTION VIEW � _j AFD CONDUITS SCALE: N.T.S FINAL DRAWING - TOR REVIEW PURPOSES ONLY - NOT RELISAISED FOR CONSTRUCTION PROJECT KBP ENGINEER: DATE: 1/22/2078 ,,,,..•«�A��•.., _ DURHAM COUNTY DESIGNED eDH ,��.oQ.�N R , sM BLACK&VEATCH TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS DRAWN BY: JM SE L��MILHOUSE ® AERATION SYSTEM IMPROVEMENTS PROJECT N0. 194729 043179 ENGINEERING & CONSTRUCTION CHECKED BY: JTZ %o';P �1 G� _� 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black &Veatch International Company ELECTRICAL T "' ��7 Tw�v License No. 184.003176-0015 BUSin@SS License NO. F-0794 IF THIS BAR DOES NOT � y p , N �� Tel. (312) 987-0061 8 mo06 Fax (312) 987-0071 0 112 • , ��j�� 9000 Regency Parkway, suite 200 BIOSOL I DS ELECTRICAL BUILDING MEASURE 7 THEN DRAWING n Cary, North Carolina 27518 REV ISSUED FOR DATE BY IS NOT TO FULL SCALE % 26 / Z019 POWER PLAN SHEET 12 OF 17 L9-29 L9-6 L9-7 I GENERATOR BREAKER GENERATOR CONTROLS GENERATOR BREAKER UTILITY BREAKER DISTRIBUTION SECTIONS MSB4 �- 4" HOUSEKEEPING PAD (TYPICAL) l�._.. ___. ___. _._, - ...... _..- ___. ___. - __.., _. _. - - _.., _... _..V � L9-7 r 1 L9-7 ATS BATTERY RACK IM LOW VOLT J -BOX L9-7 VCTREFER TO SIT PLAN-POR�- BANK ROUTI G OiTS1D OF ELECTRICAL BUILDING �- . ; 4 d 4.. PARTIAL SITE PLAN BIOSOLIDS ELECTRICAL BUILDING SCALE: N.T.S REFER TO SITE PLAN FOR DUCTWORK ROUTING OUTSIDE OF ELECTRICAL BUILDING O 1 4" HOUSEKEEPING PAD AFD I CONDUIT TO AFD AND OSCADA CONTROLS - — (TYP. OF 2 SETS) 4" HOUSEKEEPING PAD AFD 00 i NOTES: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC, NESC AND LOCAL CODES INCLUDING OWNERS STANDARDS AND REQUIREMENTS. 2. REFER TO SINGLE LINE DIAGRAM AND SITE PLAN FOR ADDITIONAL CONDUIT/WIRE REQUIREMENTS. 29.30 4.00 MINIMUM FREE AIR SPACE REQUIRED ' 30.92 r // H Y 0 • — 0.44 MOUNTING HOLES (2 PLACES) T3.00 i MINIMUM FREE IAIR SPACE REQUIRED LOCKOUT DISCONNECT HANDLE OPTIONAL OPERATOR ELEMENTS LOCKABLE QUARTER TURN QUARTER TURN LATCHES 6 PLACES N 1.55 KEYNOTES: OEXISTING CONDUIT ROUTED CONCEALED TO PB -1 OUTSIDE OF BUILDING, REFER TO SITE PLAN, DRAWING E-2 FOR DUCTBANK REQUIREMENTS AND ROUTING FROM PB -1 TO EQUIPMENT LOCATION. <D2ROUTE CAT 6, AND CONTROL WIRE IN 1 INCH CONDUIT FROM THE AFD PANEL TO THE SCADA PANEL CP5. CONTRACTOR TO USE EXISTING CONDUIT IF POSSIBLE. TCONTRACTOR TO USE EXISTING BREAKERS LABELED "FUTURE REUSE PUMP" TO POWER AFD. CHANGE TRIP SETTING OR REPLACE RATING PLUG PER SINGLE LINE DRAWING E-4. 4O CONDUCTORS FROM PANEL L9 CKTS 27 AND 29 ARE TO ROUTED IN NEW 1.5" CONDUIT ALONG THE CEILING AND DROP DOWN BESIDE THE AFD, PENETRATE THE AFD HOUSEKEEPING PAD AND CONTINUE IN THE BLOWER POWER RACEWAY. 0 0 22.48 1 LO Cq cv 00 VVIYV VI I /-1V V{—VV BOTTOM VIEW TOP VIEW CONDUIT TO BLOWER/MOTOR (TYROF 2 SETS) SIZE 7 ENCLOSURE WITH DUTCH DOOR AFD CONDUIT STUB—UP PLAN VIEW SCALE: N.T.S FINISHED FLOOR SCALE: N.T.S __.__ �....... .�..- � __.._ ._____ .�.... ...�.,., .�.... PMT PVC MECHANICAL PIPE PLUG f U) MAIN GENERATOR W DISTRIBUTION PVC BELL END FITTINGU BREAKER 4 z SECTIONS m #2 D O 3 CONTRACTOR TO REMOVE SCH. 40 PVC EXISTING MECHANICAL PLUG CONDUIT STUB -UP -----T� ISWITCHGEAR ELEVATION TYPICAL CONDUIT TI SCALE: N.T.S STUB UP FOR ALL AFD CONDUIT STUB -UP SECTION VIEW � _j AFD CONDUITS SCALE: N.T.S FINAL DRAWING - TOR REVIEW PURPOSES ONLY - NOT RELISAISED FOR CONSTRUCTION PROJECT KBP ENGINEER: DATE: 1/22/2078 ,,,,..•«�A��•.., _ DURHAM COUNTY DESIGNED eDH ,��.oQ.�N R , sM BLACK&VEATCH TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS DRAWN BY: JM SE L��MILHOUSE ® AERATION SYSTEM IMPROVEMENTS PROJECT N0. 194729 043179 ENGINEERING & CONSTRUCTION CHECKED BY: JTZ %o';P �1 G� _� 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black &Veatch International Company ELECTRICAL T "' ��7 Tw�v License No. 184.003176-0015 BUSin@SS License NO. F-0794 IF THIS BAR DOES NOT � y p , N �� Tel. (312) 987-0061 8 mo06 Fax (312) 987-0071 0 112 • , ��j�� 9000 Regency Parkway, suite 200 BIOSOL I DS ELECTRICAL BUILDING MEASURE 7 THEN DRAWING n Cary, North Carolina 27518 REV ISSUED FOR DATE BY IS NOT TO FULL SCALE % 26 / Z019 POWER PLAN SHEET 12 OF 17 0 N 00 0 N a N ti M 0 N 4 o.. 'W CIZ)a ATS4 7[4--500KCMIL, 1-#350KCMIL C] _ MSB4 SOFT LOADING MAIN SWITCH BOARD AUTOMATIC TRANSFER GEAR 48OV, 2500A, 30, 4 WIRE, 65,000 AIG LOCATED IN BIOSOLIDS ELECTRICAL BUILDING r__..._._ ._,._ — ___. _...._...._...._..._.._ — ___. —-,..._.— _... _....._. — — ._... _.- — ......._... ,- r — ___. _... _...._...._. — ____ — .,..._ _,.. _... _... _... ___. _.,.-- _... _.._ _.........._.,. _... __.. _.-,_ _._ — — — — — — — _....y._ — _... _._. _... _... w.... _.., ._..._ — —._.- ._ — — __._ ...._. ___.....-. — — — _.._ _..- — .._.- _... — _.._ _..... — ..-._ ._ — .....-. — — _... -._. _.._ _. — _...._... _...._... ____ — w _.._ — ._._ .e..Y. ___. ___. _... _... _.._ — — _.._ _... _._. _,.. — _... — _..� I { 1 1 2 3 4 5 6 7 8 9 { I f I _3/OG' { 1" SCH 80 PVC CONDUIT 220.A f 1 f I I I 1600A f f 1200A { { / � � 225A i� 225A A_ 225.A- 225A- RATED HP { 2500A 1600A { { { 100% RATED 01 100% RATED { RATED HP CF1 AMPACITY CFI 1 CONNECT TO BUILDING { DEWATERING FACILITY - { GROUNDING SYSTEM { OD2 BLOWER 1 125 I REFER TO BIOSOLIDS ELECTRICAL I 125 156.00 j BUILDING POWER PLAN FOR -__. _ .._...,._...,............_....._ — _. _.. _ PANELBOARD P9 — — ,_._, _ — ADDITIONAL INFORMATION 50.80 TOTAL CONNECTED LOAD: CAT -6 CABLE,1.5"C {100% RATED BREAKER} SERVICE ENTRANCE LOAD: 1420.30 10-#14,1- 14G,0.75"C 8-#14,1-14G,0,75"C CP5 5[4-500KCMIL,1-#'4/OG,4"C] 7[4-500KCMIL,4" C] DUKE ENERGY STANDBY GENERATOR PAD MOUNT BRANCH CIRCUIT SMA 100OKW 1250KVA 00,8p1 TRANSFORMER 1-3/OG 16OOA 30/4W 480/277V CONDUIT & WIRING 100% RATED OUTPUT BREAKER UTIUT'( SERVICE CONNECT TO BUILDING GROUNDING SYSTEM REFER TO BIOSOLIDS ELECTRICAL BUILDING POWER PLAN FOR ADDITIONAL INFORMATION T' Npig 12-- 14,1-14G,0.75"C CAT -6 CABLE,1.5"C { IZUVA f { 100% RATED I I I { { POWER TSS MONITOR ------------------- 3-#35OKCMIL, 144G, 4"C 4[3-500KCMIL,1-4/OG,4"C] TCAT--6 CABLE,1.5"C CAT [1"C T CP5 10 - #14, 1 - #14G, 1 "C O3 - #4/0, 1 - #6G, 2 - #10, 1- #1 /OG, 4"( EXISTING ELECTRICAL PULL BOX, REFER TO SITE PLAN FOR ADDITIONAL REQUIREMENTS. 10 - #14, 1 - #14G, 2"C O3 - #4/0, 1 - #6G, 2 - #10, 1- #1/OG, 4"C AERATION BLOWER BL -01 TOTAL CONNECTED KVA: 34.89 KVA TOTAL BUS A LOAD: 13.85 KVA TOTAL BUS B LOAD: 9.69 KVA TOTAL BUS C LOAD; 11.35 KVA PROJECT KBP ENGINEER: DESIGNED BDH BY: DRAWN BY: JM CHECKED BY: JTZ IF THIS BAR DOES NOT 0 112" 1" MEASURE 1" THEN DRAWING REV ISSUED FOR DATE BY IS NOT TO FULL SCALE CA a' SEAL 043179 It4 �4 LSO IIID0-4 4UUA );OA { { { I 3 1 1 500KCMIL,1-3G,4"C ADJUSTABLE FREQUENCY DRIVE WITH REDUCED VOLTAGE BYPASS -sm .am AERATION BLOWER BL -02 4-#4/0,1--4G,2.5"C TO 480/277V MCC9 PANLEBOARD 'P9' o ei o E b <0 01 (2 4-#4/0,1-#20,2.5"C 120/208V PANLEBOARD 19' n ® a 0 0 0 0 4-8,1-#80,1 "C SERVICE ENTRANCE LOAD i TABULATION 3-PHASE BALANCE LOADS 01 DESCRIPTION RATED HP KVA AMPACITY I DEWATERING FACILITY - 818.67 984.72 OD2 BLOWER 1 125 156.00 OD2 BLOWER 2 125 156.00 MOTOR CONTROL CENTER MCC9 - 112.07 134.80 PANELBOARD P9 42.24 50.80 TOTAL CONNECTED LOAD: 1420.30 {100% RATED BREAKER} SERVICE ENTRANCE LOAD: 1420.30 BRANCH CIRCUIT BRANCH CIRCUIT LOAD SERVED CONDUIT & WIRING CONDUIT 1 • SERVED INTERIOR LIGHTING 2#12, #12G, 0.75"C 2#12, #12G, 0.75"C SWITCHGEAR CONTROL PANEL • SPARE BREAKER EXTERIOR RECEPTACLES w wTI�T#�•T k k PANEL "C5"ACE INTERIOR# • GENERATOR CONTROL PANEL SPARE BREAKER # vC 1 • 4R i •�FUEL TANK LEAK DETECTION PANEL EQ PUMP CONTROL PANEL NG UNIT • SPARE BREAKER 7CONDENS .► H GENERATOR POLE LIGHT SPARE BREAKER E f SPARE BREAKER !-...O.D2P.?B1 ENCLOSURE.� • -a r ,. y„ GENERATOR BLOCK HEATER OD2 PDB2 ENCLOSURE.� .,.. • •• ■T IT k IISPACE SPACE 1! � PANELBOARD PC8 A TOTAL CONNECTED KVA: 34.89 KVA TOTAL BUS A LOAD: 13.85 KVA TOTAL BUS B LOAD: 9.69 KVA TOTAL BUS C LOAD; 11.35 KVA PROJECT KBP ENGINEER: DESIGNED BDH BY: DRAWN BY: JM CHECKED BY: JTZ IF THIS BAR DOES NOT 0 112" 1" MEASURE 1" THEN DRAWING REV ISSUED FOR DATE BY IS NOT TO FULL SCALE CA a' SEAL 043179 It4 �4 LSO IIID0-4 4UUA );OA { { { I 3 1 1 500KCMIL,1-3G,4"C ADJUSTABLE FREQUENCY DRIVE WITH REDUCED VOLTAGE BYPASS -sm .am AERATION BLOWER BL -02 4-#4/0,1--4G,2.5"C TO 480/277V MCC9 PANLEBOARD 'P9' o ei o E b <0 01 (2 4-#4/0,1-#20,2.5"C 120/208V PANLEBOARD 19' n ® a 0 0 0 0 4-8,1-#80,1 "C SERVICE ENTRANCE LOAD i TABULATION 3-PHASE BALANCE LOADS DESCRIPTION RATED HP KVA AMPACITY DEWATERING FACILITY - 818.67 984.72 OD2 BLOWER 1 125 156.00 OD2 BLOWER 2 125 156.00 MOTOR CONTROL CENTER MCC9 - 112.07 134.80 PANELBOARD P9 42.24 50.80 TOTAL CONNECTED LOAD: 1420.30 {100% RATED BREAKER} SERVICE ENTRANCE LOAD: 1420.30 PULLSTRING, 3"C 75KVA 480V 120/208V 3� 1-2G NSS 2--[4 FUTURE SLUDGE TRANSFER STATION FUTURE TIE TO INFLUENT P.S. SEE E-30 4--8,1-8G,1 "C ) 120/208V LIGHTING 0 o PANELBOARD 'PC8' 0 o 0 to 0 o NOTES: 1. REFER TO DRAWING E-1 FOR ADDITIONAL NOTES, SYMBOLS, ABBREVIATIONS, AND LIGHTING FIXTURE SCHEDULE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC, NESC, AND LOCAL CODES INCLUDING OWNERS STANDARDS AND REQUIREMENTS. 3. CONDUITS FROM NEW AFD LOCATION TO PB -1, CP5, AND MSB4 ARE EXISTING. CONTRACTOR TO INSTALL CONDUCTORS AND CAT 6 CABLE IN EXISTING CONDUITS, AND NEW CONDUIT AND CONDUCTORS FROM. PBA TO NEW EQUIPMENT AS INDICATED. 4. ALL LOCAL DISCONNECTS SHOWN ARE NEMA 4X SST UNLESS OTHERWISE NOTED. KEYNOTES: OPROVIDE LOCAL CONTROL ENCLOSURE AND TERMINATION ENCLOSURE AT EQUIPMENT'S LOCAL DISCONNECT. REFER TO TYPICAL DISCONNECT AND CONTROL EQUIPMENT RACK DETAIL FOR ADDITIONAL REQUIREMENTS. OADDITIONAL POWER WIRES FOR BLOWER ENCLOSURE AUX LOADS. CONDUCTORS FROM PANEL L9 CKTS 27 AND 29 ARE TO ROUTED IN NEW 1.5" CONDUIT ALONG THE CEILING AND DROP DOWN BESIDE THE AFD, PENETRATE THE AFD HOUSEKEEPING PAD AND CONTINUE IN THE BLOWER POWER RACEWAY. 33 CONTRACTOR TO ADJUST/REPLACE RATING PLUG TO 225A. OCONTRACTOR TO VERIFY EXISTING 1" CONDUIT GOING TO CP5, IF NOT, CONTRACTOR TO ROUTE NEW CONDUIT ALONG CEILING. FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION DATE: 112212018 MILHOUSEk, ENGINEERING & CONSTRUCTION 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 License No. 184.003176-0015 Tel. (312) 987-0061 Fax (312) 987-0071 milhouselnc.00m BLACK&VEATCH Black & Veatch International Company Business License No. F-0794 9000 Regency Parkway, Suite 200 Cary, North Carolina 27518 DURHAM COUNTY TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194729 ELECTRICAL E-4 BIOSOLIDS ELECTRICAL BUILDING ONE LINE DIAGRAM SHEET 13 OF 17 a 0 N �i 00 a N "Zt N r`. 0 N 0 o.. .w FUSE (TYP.) 480VAC,30 SPEED SPEED FROM MS84 SIGNAL REFERENCE TO CP5 TO CP5 480V 1; ADJUSTABLE FREQUENCY DRIVE CR7 HAND OFF AUTO INHIBIT X00 0 RUN COMMAND FROM CP5 a b OXIDATION DITCH 2 POSITIVE DISPLACEMENT BLOWER CONTRACTOR TO PROVIDE DISCONNECT WITH AUXILIARY CONTACTS. PANEL MOUNTED OPERATOR INTERFACE CR1 F, --I RUN STATUS TO CP5 CAT6 TO CP5 LOCAL DISCONNECT AUX CONTACT (CLOSED WHEN DISCONNECT IS CLOSED) a 1 r•7 NOTES: 1. SCHEMATIC IS TYPICAL. KEYNOTES: OOFF -REMOTE SELECTOR SWITCH MOUNTED IN A STAINLESS STEEL TERMINATION ENCLOSURE LOCATED AT MOTOR DISCONNECT EQUIPMENT RACK. REFER TO DISCONNECT AND CONTROL EQUIPMENT RACK DETAIL FOR ADDITIONAL REQUIREMENTS. OBLOWER PROTECTION RELAY SHALL BE PROVIDED BY SUPPLIER AND MOUNTED ON BLOWER ENCLOSURE. CONTRACTOR SHALL COORDINATE WITH THE SUPPLIER TO ENSURE BLOWER PACKAGE PROTECTION CIRCUITS ARE CORRECTLY CONFIGURED FOR THE BLOWERS SUPPLIED. PROJECT KBP DATE: 112212018 ENGINEER: sell t"fissillll•• DURHAM COUNTY DESIGNED SIGNED BDH ,,,,,°•°� CA ' • , BLACK & VEATCH SCALE: NTS =o Sj� �,, TRIANGLE WASTEWATER TREATMENT PLANT DRAWN BY: JM a S L r MILHOUSE0AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194 729 043179 ); ENGINEERING & CONSTRUCTION CHECKED BY: JTZ �A, !Q .� 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black &Veatch International Company ELECTRICAL E Jr '•.'S'p �i THE �Q .�' License No. 184.003176-0015 Business License No. F-0794 IF THIS BAR DOES NOT i �F `,0�,,� Tel. (312)987-0061 Fax (312) 987-0071 9000 Regency Parkway, Suite 200 0 , / 2 n ' n 'I��• D , `` ,�� milhouseinc,com 9 Y y� TYPICAL AFD CONTROL SCHEMATIC MEASURE 1 " THEN DRAWING •••nne��''' Cary, North Carolina 27518 REV ISSUED FOR DATE BY IS NOT TO FULL SCALE G Cd / �� p� g SHEET 14 OF 17 Q 0 0 0 o.. U, 5a NOTE: SEE RECORD SHOP DRAWINGS FOR FINAL EQUIPMENT FRONT VIEWS. MCC -7 FRONT VIEW SCALE: N.T.S DESCRIPTION: OXIDATION STAGE 1200A, 3P SPACE SODA, 3P SECONDARY OXIDATION SPACE SPACE ANAEROBIC ANAEROBIC ANAEROBIC ( 1 } BLOWER #3 MAIN SCUM PUMP TIE ANOXIC DITCH #3 DITCH #2 1--' MIXER #3 MIXER #6 MIXER #9 RAS PUMP PANEL L7 BREAKER REACTOR BREAKER REACTOR MIXER#1 O.D. #3 RAS PUMP MIXER #4 #2 MIXER #3 WEIR #1 #1 SPACE SCUM STATION #4 0 SPACE O.D. #3 1 ST ANOXIC SPACE SPACE WEIR #2 SECONDARY OXIDATION OXIDATION OXIDATION RAS WAS JIB OXIDATION SPACE STAGE WALL PUMP #3 ANOXIC DITCH #1 DITCH #2 DITCH #3 REAERATION BLOWER #3 SPACE SECONDARY PRIMARY CLARIFIER OXIDATION OXIDATION OXIDATION ROTOR ##4 ROTOR #4 ROTOR #4 ROTOR #2 Fv s] VM CLARIFIER #4 ANOXIC ANOXIC #3 DITCH #3 DITCH #2 DITCH #1 MTS -5 REACTOR REACTOR ROTOR #3 ROTOR #3 ROTOR #3 MTS -7 Fv-sl VM MIXER #3 MIXER #3 PRIMARY REAERATION SIZE 1 PANEL PCS ANOXIC MIXER #6 SPARE SUPPRESSER SCUM MTS -6 FVNR STATION #3 MIXER #6 TVSS SURGE OXIDATION PRIMARY SIZE 1 SIZE 1 SUPPRE- DITCH #2 ANOXIC SPARE SPARE SSER MIXER #1 REACTOR FVNR FVNR MIXER #3 TVSS 0 NOTE: SEE RECORD SHOP DRAWINGS FOR FINAL EQUIPMENT FRONT VIEWS. MCC -7 FRONT VIEW SCALE: N.T.S MCC -8 FRONT VIEW SCALE: N.T.S NOTE: SEE RECORD SHOP DRAWINGS FOR FINAL EQUIPMENT FRONT VIEWS. DESCRIPTION: OXIDATION STAGE REAERATION SECONDARY SPACE SPACE SPACE SPACE OXIDATION SPACE 1200A, 3P OXIDATION STAGE MIXER ( 1 } BLOWER #3 ANOXIC SCUM PUMP { j SCUM MIXER --1- �{ 1 j--' `�{ DITCH #2 1--' MAIM ((1 }--' PANEL L8 RAS PUMP PANEL L7 REACTOR MIXER #2 BREAKER MIXER #4 #2 SPACE SCUM STATION #4 0 SPACE SPACE PRIMARY SECONDARY OXIDATION OXIDATION OXIDATION RAS WAS JIB OXIDATION SPACE ANOXIC ANOXIC DITCH #1 DITCH #2 DITCH #3 CRANE DITCH #3 REACTOR MIXER #4 REACTOR MIXER #6 ROTOR ##4 ROTOR #4 ROTOR #4 ROTOR #2 Fv s] VM CLARIFIER #4 MTS -5 PANELPC6 PRIMARY REAERATION SIZE 1 SURGE ANOXIC MIXER #6 SPARE SUPPRESSER REACTOR FVNR MIXER #6 TVSS MCC -8 FRONT VIEW SCALE: N.T.S NOTE: SEE RECORD SHOP DRAWINGS FOR FINAL EQUIPMENT FRONT VIEWS. 3@75 HP 4@6HP 3@2.7 HP 2@O.5HP 1@10 HP 1 @ 6.0 HP 1 @7.4 HP 1 @3HP 1@2HP 1 @0.5HP 1@100 HP 1@15 HP LOAD: - 288.00 - 36.00 - 13.20 - 2.00 - 14.00 8.3 - 10.70 - 4.80 - 3.40 1.00 124.00 - 21.00 - 47.10 573.5 AMPS SERVICE ENTRANCE = 575.9 AMPS + (25){124.00} = 604.5 AMPS NOTES: CAPACITIES PER TABLE 430-150 OF THE NATIONAL. ELECTRIC CODE. SERVICE ENTRANCE MINIMUM SIZE AS PER ARTICLE 230 OF THE NATIONAL ELECTRIC CODE. FvTffi�*i t OXIDATION STAGE AERATORS ANOXIC STAGE MIXERS RE -AERATION BLOWER OXIDATION STAGE MIXER OXIDATION STAGE MIXER SCUM PUMP 0 SCUM MIXER 0 CLARIFIER {�1-) RAS PUMP `t 1 )✓ RAS/WAS STATION JIB CRANE `-(1 )--' PANEL L8 '�{ 1 )��' PANEL PC6 11110.401 3@75 HP 4@6 HP 2@10 HP 1 @ 7.4 HP 1 @ 6.0 HP 1 @3.0HP 1 @ 2.0 HP 1 @ 0.5 HP 1@100 HP 1 @40 HP 0 SERVICE ENTRANCE = 587.15 AMPS + (25}(124.00) 11100MI10 - 258.00 - 36.00 - 14.00 - 10,7 8.3 - 4.50 - 3.40 - 1,00 - 124.00 40.00 = 38.35 - 16.20 584.75 AMPS = 615.75 AMPS NOTES: CAPACITIES PER TABLE 430-150 OF THE NATIONAL ELECTRIC CODE. (D SERVICE ENTRANCE MINIMUM SIZE AS PER ARTICLE 230 OF THE NATIONAL ELECTRIC CODE, KEYNOTES: V CONTRACTOR TO REUSE EXISTING MIXER POWER AND CONTROLS WITH NEW MIXER. NOTES: 1. MCC -7 AND MCC -8 ARE LOCATED IN BNR ELECTRICAL BUILDING, SEE SITE PLAN FOR BUILDING LOCATION. FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION1 PROJECT KBP DATE; 112212018 ENGINEER; •••��°"•i•• DURHAM COUNTY DESIGNED��•• CA BY; BDH �oQ�N s SM BLACK &VEATCH TRIANGLE WASTEWATER TREATMENT PLANT SCALE' NTS DRAWN BY; JM ' = SE L �r MILHOUSE AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194729 043179 NENG/NEER/NG & CONSTRUCTION r CHECKED BY; JTZ 0 �� !.Q =� 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black & Veatch International Company '•,gyp SNE �Q.•� License No. 184.003176-0015 Business License No. F-0794 ELECTRICAL E-6 TF THIS BAR DOES NOT 0 112" ♦♦i♦� ' f ;O ,�� Tel. (312) 9mtlhouse nccom2) 987 0071 u ite 200 MEASURE 7 THEN DRAWING ♦ N 900CarygNorth Carol na 75�a MCC 7 AND 8 ELEVATIONS REV ISSUED FOR DATE BY IS NOT TO FULL SCALE ��tt�" Z�,� AND LOAD TABULATION SHEET 15 OF 17 DESCRIPTION: OXIDATION STAGE ANOXIC STAGE MIXERS G) ANAEROBIC STAGE MIXERS WEIRS RE -AERATION BLOWER .. OXIDATION STAGE MIXER ( 1 } OXIDATION STAGE MIXER 0 SCUM PUMP { j SCUM MIXER --1- �{ 1 j--' `�{ CLARIFIER 1--' RAS PUMP ((1 }--' WALL PUMP `� 1 }�' PANEL L7 3@75 HP 4@6HP 3@2.7 HP 2@O.5HP 1@10 HP 1 @ 6.0 HP 1 @7.4 HP 1 @3HP 1@2HP 1 @0.5HP 1@100 HP 1@15 HP LOAD: - 288.00 - 36.00 - 13.20 - 2.00 - 14.00 8.3 - 10.70 - 4.80 - 3.40 1.00 124.00 - 21.00 - 47.10 573.5 AMPS SERVICE ENTRANCE = 575.9 AMPS + (25){124.00} = 604.5 AMPS NOTES: CAPACITIES PER TABLE 430-150 OF THE NATIONAL. ELECTRIC CODE. SERVICE ENTRANCE MINIMUM SIZE AS PER ARTICLE 230 OF THE NATIONAL ELECTRIC CODE. FvTffi�*i t OXIDATION STAGE AERATORS ANOXIC STAGE MIXERS RE -AERATION BLOWER OXIDATION STAGE MIXER OXIDATION STAGE MIXER SCUM PUMP 0 SCUM MIXER 0 CLARIFIER {�1-) RAS PUMP `t 1 )✓ RAS/WAS STATION JIB CRANE `-(1 )--' PANEL L8 '�{ 1 )��' PANEL PC6 11110.401 3@75 HP 4@6 HP 2@10 HP 1 @ 7.4 HP 1 @ 6.0 HP 1 @3.0HP 1 @ 2.0 HP 1 @ 0.5 HP 1@100 HP 1 @40 HP 0 SERVICE ENTRANCE = 587.15 AMPS + (25}(124.00) 11100MI10 - 258.00 - 36.00 - 14.00 - 10,7 8.3 - 4.50 - 3.40 - 1,00 - 124.00 40.00 = 38.35 - 16.20 584.75 AMPS = 615.75 AMPS NOTES: CAPACITIES PER TABLE 430-150 OF THE NATIONAL ELECTRIC CODE. (D SERVICE ENTRANCE MINIMUM SIZE AS PER ARTICLE 230 OF THE NATIONAL ELECTRIC CODE, KEYNOTES: V CONTRACTOR TO REUSE EXISTING MIXER POWER AND CONTROLS WITH NEW MIXER. NOTES: 1. MCC -7 AND MCC -8 ARE LOCATED IN BNR ELECTRICAL BUILDING, SEE SITE PLAN FOR BUILDING LOCATION. FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION1 PROJECT KBP DATE; 112212018 ENGINEER; •••��°"•i•• DURHAM COUNTY DESIGNED��•• CA BY; BDH �oQ�N s SM BLACK &VEATCH TRIANGLE WASTEWATER TREATMENT PLANT SCALE' NTS DRAWN BY; JM ' = SE L �r MILHOUSE AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194729 043179 NENG/NEER/NG & CONSTRUCTION r CHECKED BY; JTZ 0 �� !.Q =� 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black & Veatch International Company '•,gyp SNE �Q.•� License No. 184.003176-0015 Business License No. F-0794 ELECTRICAL E-6 TF THIS BAR DOES NOT 0 112" ♦♦i♦� ' f ;O ,�� Tel. (312) 9mtlhouse nccom2) 987 0071 u ite 200 MEASURE 7 THEN DRAWING ♦ N 900CarygNorth Carol na 75�a MCC 7 AND 8 ELEVATIONS REV ISSUED FOR DATE BY IS NOT TO FULL SCALE ��tt�" Z�,� AND LOAD TABULATION SHEET 15 OF 17 4 N 00 0 N It N 0 N O a.. U v.: _j 0 c - NOTES: 1 A) BNR TANK: „„. ,.... 10 268.90' MAXIMUM O 270.00' OPERATING WATER GRADE LEVEL O x UNCLASSIFIED CONTROLPANEL OR DISCONNECT CONDUCTORS TO TERMINALS MYERS HUB CONNECTOR CABLE GRADE WATER TIGHT CONNECTION DETAIL SCALE = N.T,S. 600 VOLT HEAVY DUTY NON --FUSIBLE DISCONNECT SWITCH IN A NEMA 4X SS ENCLOSURE W/WATER TIGHT HUBS. 14"L X 14"H X 12"D NEMA 4X 316 STAINLESS STEEL TERMINATION CABINET. E 4 a4, .' . �4 . A4 4 2 POSITION SELECTOR SWITCH (OFA'/REMOTE), MOUNT IN A NEMA 4X STAINLESS STEEL (SS) ENCLOSURE. NEMA 4X SS CONTROL TERMINATION BOX W/20 TERMINALS. I REV I ISSUED FOR I DATE PROJECT KBP ENGINEER: DESIGNED BDH BY: DRAWN BY: JM CHECKED BY: JTZ IF THIS BAR DOES NOT 0 1/2" i" MEASURE I" THEN DRAWING IS NOT TO FULL SCALE BY o� 4 a4, .' . �4 . A4 4 2 POSITION SELECTOR SWITCH (OFA'/REMOTE), MOUNT IN A NEMA 4X STAINLESS STEEL (SS) ENCLOSURE. NEMA 4X SS CONTROL TERMINATION BOX W/20 TERMINALS. I REV I ISSUED FOR I DATE SIDEWALKlWALKWAY PROVIDE REINFORCING FOR DUCT BANKS UNDER ROADS ONLY NO.3 TIES 2'-0" O.C. (TYP.) NO. 8 (TYP.) YELLOW WARNING TAPE CONCRETE DUCTBANK DETAIL SCALE = N.T.S. c+n r1nk#M1 nm nI neen 600 VOLT HEAVY DUTY NON -FUS DISCONNECT SWITCH IN A NEMA 4. ENCLOSURE W/WATER TIGHT H CROUSE -HINDS TYPE "E' SEAL, FILL W/CHICO SEA' COMPOUND(l CONTRACTOR TO COORDIP WITH BLOWER SUPPLIER CONDUIT AND WIRE REQUIREME (SEE SPECS.) WALKWAY AND WALL MOUNTED CONDUIT PIPE STRAP MOUNTING DETAILS SCALE - N.T.S. 2 POSITION SELECTOR SWITCH (OFF/REMOTE), MOUNT IN A NEMA 4X STAINLESS STEEL (SS) ENCLOSURE. 14"L X 14"H X 12"D NEMA 4X 316 STAINLESS STEEL TERMINATION CABINET. NOTES: O TO BLOWER ENCLOSURE. TO AFD (TYP.) CLASS 1, GROUP D BLOWER EQUIPMENT RACK 57MANE • I CAR SM SE L MILHOUSE 043179 ENGINEERING & CONSTRUCTION 2 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 IN ` �P�� License No. 184.003176-0015 q"©, Tel. (312) 987-0061 ax (312) 987-0071 .�Z°fig MOTOR DISCONNECT 1-1/2" X 1-1/2" X 3/16" STAINLESS STEEL CHANNEL TYPICAL DISCONNECT SCALE = N.T.S. TRAFFIC COVER AND FRAME GRADE --� BIND CIRCUIT CONDUCTOR IN EACH CONDUIT WITH NYLON STRIPS COPE TYPE "C" CABLE RACK AND ARM #6 BARE — PULL -IN EYE OPPOSITE DUCT ENTRANCE TO METAL CONDUITS, BOND WIRES AND COVER. CLOSED SUMP NOTE: 3'-0" X 3'-0" X 3'-0" PRECAST CONCRETE PULL 1. DO NOT SPLICE CABLES IN PULL BOXES UNLESS BOX. BROOKS PB -3636. OTHERWISE NOTED. 5/8" X 20' COPPERWELD 2. BOND MANHOLE COVERS TO SYSTEM GROUND, GROUND ROD TYPICAL. 3. PROVIDE 2" DRAIN LINE FROM C-PULLBOX TO P -MANHOLE. 4. PROVIDE SUMP PUMP IN C-PULLBOX WHEN NOT LOCATED ADJACENT TO A P -MANHOLE. PULL BOX DETAIL SCALE = N.T.S. MECHANICAL CONNECTION (TYP. OF END SUPPORTS) CONCRETE SLAB POSITION OF BOTTOM SUPPORT SHALL BE DETERMINED BY MOUNTING HOLE ARRANGEMENT OF EQUIPMENT, ADD EXTRA HORIZONTAL SUPPORTS AS REQUIRED TO ACCOMMODATE VARYING EQUIPMENT SIZES. 6" ALUMINUM CHANNEL, 72" HIGH #4 AWG. BARE COPPER GND. TO GROUNDING STUD OF EACH PIECE OF EQUIPMENT ON RACK. BASEPLATE (TYP. OF 3) CONCRETE FASTENER ADD MIDDLE SUPPORT WHEN RACK IS MORE THAN 5'-0" LONG. EQUIPMENT RACK DETAIL SCALE = N.T.S. FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION DATE: 1/22/2018 DURHAM COUNTY BLACK & VEATCH SCALE: NTS TRIANGLE WASTEWATER TREATMENT PLANT AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194729 Black & Veatch International Company Business License No. F-0794 ELECTRICAL E-7 9000 Regency Parkway, suite 200 STANDARD DETAILS Cary, North Carolina 27518 SHEET 16 OF 17 PROJECT KBP ENGINEER: DESIGNED BDH BY: DRAWN BY: JM CHECKED BY: JTZ IF THIS BAR DOES NOT 0 1/2" i" MEASURE I" THEN DRAWING IS NOT TO FULL SCALE BY SIDEWALKlWALKWAY PROVIDE REINFORCING FOR DUCT BANKS UNDER ROADS ONLY NO.3 TIES 2'-0" O.C. (TYP.) NO. 8 (TYP.) YELLOW WARNING TAPE CONCRETE DUCTBANK DETAIL SCALE = N.T.S. c+n r1nk#M1 nm nI neen 600 VOLT HEAVY DUTY NON -FUS DISCONNECT SWITCH IN A NEMA 4. ENCLOSURE W/WATER TIGHT H CROUSE -HINDS TYPE "E' SEAL, FILL W/CHICO SEA' COMPOUND(l CONTRACTOR TO COORDIP WITH BLOWER SUPPLIER CONDUIT AND WIRE REQUIREME (SEE SPECS.) WALKWAY AND WALL MOUNTED CONDUIT PIPE STRAP MOUNTING DETAILS SCALE - N.T.S. 2 POSITION SELECTOR SWITCH (OFF/REMOTE), MOUNT IN A NEMA 4X STAINLESS STEEL (SS) ENCLOSURE. 14"L X 14"H X 12"D NEMA 4X 316 STAINLESS STEEL TERMINATION CABINET. NOTES: O TO BLOWER ENCLOSURE. TO AFD (TYP.) CLASS 1, GROUP D BLOWER EQUIPMENT RACK 57MANE • I CAR SM SE L MILHOUSE 043179 ENGINEERING & CONSTRUCTION 2 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 IN ` �P�� License No. 184.003176-0015 q"©, Tel. (312) 987-0061 ax (312) 987-0071 .�Z°fig MOTOR DISCONNECT 1-1/2" X 1-1/2" X 3/16" STAINLESS STEEL CHANNEL TYPICAL DISCONNECT SCALE = N.T.S. TRAFFIC COVER AND FRAME GRADE --� BIND CIRCUIT CONDUCTOR IN EACH CONDUIT WITH NYLON STRIPS COPE TYPE "C" CABLE RACK AND ARM #6 BARE — PULL -IN EYE OPPOSITE DUCT ENTRANCE TO METAL CONDUITS, BOND WIRES AND COVER. CLOSED SUMP NOTE: 3'-0" X 3'-0" X 3'-0" PRECAST CONCRETE PULL 1. DO NOT SPLICE CABLES IN PULL BOXES UNLESS BOX. BROOKS PB -3636. OTHERWISE NOTED. 5/8" X 20' COPPERWELD 2. BOND MANHOLE COVERS TO SYSTEM GROUND, GROUND ROD TYPICAL. 3. PROVIDE 2" DRAIN LINE FROM C-PULLBOX TO P -MANHOLE. 4. PROVIDE SUMP PUMP IN C-PULLBOX WHEN NOT LOCATED ADJACENT TO A P -MANHOLE. PULL BOX DETAIL SCALE = N.T.S. MECHANICAL CONNECTION (TYP. OF END SUPPORTS) CONCRETE SLAB POSITION OF BOTTOM SUPPORT SHALL BE DETERMINED BY MOUNTING HOLE ARRANGEMENT OF EQUIPMENT, ADD EXTRA HORIZONTAL SUPPORTS AS REQUIRED TO ACCOMMODATE VARYING EQUIPMENT SIZES. 6" ALUMINUM CHANNEL, 72" HIGH #4 AWG. BARE COPPER GND. TO GROUNDING STUD OF EACH PIECE OF EQUIPMENT ON RACK. BASEPLATE (TYP. OF 3) CONCRETE FASTENER ADD MIDDLE SUPPORT WHEN RACK IS MORE THAN 5'-0" LONG. EQUIPMENT RACK DETAIL SCALE = N.T.S. FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION DATE: 1/22/2018 DURHAM COUNTY BLACK & VEATCH SCALE: NTS TRIANGLE WASTEWATER TREATMENT PLANT AERATION SYSTEM IMPROVEMENTS PROJECT NO. 194729 Black & Veatch International Company Business License No. F-0794 ELECTRICAL E-7 9000 Regency Parkway, suite 200 STANDARD DETAILS Cary, North Carolina 27518 SHEET 16 OF 17 0 cc LLI L C0 120V L9, CKT 27 120V L9, CKT 29 AMPS KW ALARM AMPS KW ALARMSTATUS IND ETHERNET/IP REMOTERUN SPEED SPEED STATUS IND REMOTERUN SPEED SPEED I *rmlA 'L®r, A h, *Lr. Al h, *Lr'1A !h WL, A rLv, A Illy------------ i I - - -I OFF/ FAIL HS REMOTE I LOCAL DISCONNECT WITH AUXILIARY CONTACT OD2 I I I 1 AFD I I I I CONTROL ENCLOSURE I ( I I TERMINATION FAN/HEATER I CABINET FACTORY ASSEMBLED POSITIVE DISPLACEMENT BLOWER PACKAGE WITH ------------------.—.------- ---------— — — — — ENCLOSURE (TYP.). DS I I PSH TSH TG PG _ PG TE i - - 8" -AIR -SS $FR OD2 AFD SEPARATELY MOUNTED UN(TYPICAL) OD2 I I YA OL 1 I I S S FILTER BL -01 CONTROL ENCLOSURE I TERMINATION FAN/HEATER i CABINET FACTORY ASSEMBLED POSITIVE DISPLACEMENT BLOWER PACKAGE WITH I---------------------------r---'------�---- --- ( ENCLOSURE (TYP.). DS I ( PSH TSH TG PG PG TE I - - 8" -AIR -SS I S S FILTER INCREASER/REDUCER BL -02 IF REQUIRED TO TRANSITION FROM BLOWER DISCHARGE FLANGE SIZE — — .- — — — — TO PIPE SIZE 8" (TYP. FOR 2). 8" -AIR -SS 8" -AIR -SS FINE PORE DIFFUSED AERATION GRID NO.1 8" -AIR -SS FINE PORE DIFFUSED AERATION GRID NO.2 Wj'�="jrjfT20 A" A Al AD a # � An �ffjW I IN _10iff KEYNOTES: ESYSTEMS INTEGRATOR TO PROGRAM AFD SPEED SET POINTS TO BE AUTOMATICALLY ADJUSTED BASED ON EXISTING DISSOLVED OXYGEN PROCESS VARIABLE OD2-DO-SCL NOTES: 1. CONTRACTOR TO COORDINATE FINAL INTERLOCK SIGNALS WITH BLOWER MANUFACTURER. 2. OD2 DENOTES TAG NUMBER. TAG NUMBERS ASSOCIATED WITH BLOWER 1 WILL HAVE THE FORM: OD2 _PDB1_FUNCTION TAG NUMBERS ASSOCIATED BLOWER 2 WILL HAVE THE FORM: OD2_PDB2_FUNCTION. SYMBOL LEGEND PRESSURE RELIEF VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE (ARROW DENOTES FLOW DIRECTION) SILENCER -- FLEXIBLE PIPE PG PRESSURE GAUGE GTEMPERATURE GAUGE TE TEMPERATURE ELEMENT XXX XXX FIELD INSTRUMENT XX XXX PANEL MOUNTED INSTRUMENT XX XX PLC ALARM/INDICATION OCONTROL INTERLOCK DIGITAL SIGNAL ------ ELECTRONIC SIGNAL HS xxx XXXX HAND SWITCH (XXX DENOTES FUNCTION) Q SIGNAL TRANSMITTING DIRECTION, DARKENED DEMOTES ANALOG, HOLLOW DENOTES DISCRETE. POSITIVE DISPLACEMENT BLOWER FUNCTIONAL LEGEND PDSH DIFFERENTIAL PRESSURE SWICTH HIGH PSH PRESSURE SWITCH HIGH TSH TEMPERATURE SWITCH HIGH HS HAND SWITCH YA EQUIPMENT ALARM SIT EQUIPMENT RUN TIME COUNTER PROJECTKBP DATE: 1/22/2018 ENGINEER: DURHAM COUNTY BY CA BLACK &VEATCH DESIGNED e°H o SM TRIANGLE WASTEWATER TREATMENT PLANT SCALE: NTS MILHOUSE DRAWN BY: JM a S AL c' PROJECT N0. 94 729 AERATION SYSTEM IMPROVEMENTS 043179 ENGINEERING &CONSTRUCTION CHECKED BY: JTZ 9 �il, �Q •cz�,� 60 E. VAN BUREN STREET, SUITE 1501 CHICAGO, IL 60605 Black & Veatch International Company •,,9p INE �� License No. 184.003176-0015 Business License No. F-0794 INSTRUMENTATION I IF THIS BAR DOES NOT , ;,tt ,�,`0��Tel. (312) 987-0061 Fax (312) 987-0071 9000 Regency Parkway, Suite 200 0 112" 1 0,,,1' p . `�°��.• milhouseinc.com 9 y y, TYPICAL AERAT ION BLOWER PID MEASURE 1 THEN DRAWING n� Cary, North Carolina 27518 SHEET 17 OF 17 REV ISSUED FOR DATE BY IS NOT TO FULL SCALE tj� /�/�.b �S