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Home My WebLink AboutAttachment_D_Black_River_Pump_Station_Improvements_Plan_Set405405 900 5 0 SITE LOCATION SITE MAP VICINITY MAP 550 MONSTER ROAD S.W. RENTON, WA. 98057 BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES PUMP STATION BLACK RIVER MONSTER RD SW OA K E S D A L E A V E S W SITE SEE ENLARGED MAP RENTON BLACK RIVER 68T H A V E S DUWAMISH RIVER GREEN RIVER M O N S T E R R D S W MA R T I N L U T H E R K I N G J R . W A Y MONSTER RD S W O A K S D A L E A V E S W NA C H E S AV E S W SW 7th ST OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ d y a n g 1 \ d 0 4 6 9 8 5 0 \ 1 1 2 9 5 7 4 - O F 3 3 6 - G - 0 0 0 0 1 . d w g | L a y o u t : L a y o u t PL O T T E D : O c t 1 6 , 2 0 2 0 - 0 1 : 4 6 : 5 2 p m B y d y a n g 1 XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g IM A G E S : TITLE SHEET AND VICINITY MAP G-00001 2 R. REISER E. BRODAHL S. DORAN AS NOTED 0 T. DAVIS 1000 2000 3000 ACCESS ROAD TO N. SIDE OF PUMP STATION ISSUED FOR PERMIT JUNE 2026 6/18/2026 GENERAL ABBREVIATIONS YR ZS YCO # @ & % 1. Ø 2. PERCENT ANGLE OF DEFLECTION GENERAL NOTES: ABBREVIATIONS REFER TO DRAWING P-00003. FOR EQUIPMENT PREFIXES AND PIPING SYSTEM NATIONAL CAD STANDARD MANUAL, VOLUME 2. ADDITIONAL ABBREVIATIONS ARE AS DEFINED IN THE DIAMETER, PHASE AT AND NUMBER, POUNDS POSITION SWITCH YEAR YARD CLEANOUT AMPERE ASPHALTIC CONCRETE, ACOUSTIC AIR CONDITIONING ADMINISTRATION ABOVE FINISHED FLOOR AREA CONTROL CENTER ACOUSTIC ASBESTOS CEMENT PIPE ADDITION(AL) AVERAGE DESIGN FLOW (AVERAGE DAY, PEAK MONTH) ADAPTER AIR FILTER AGGREGATE AIR HANDLING UNIT ALUMINUM ALTERNATE AMBIENT AIR MONITORING DEVICE ANCHOR ANODIZED ANCHOR POINT APPROXIMATE(LY) AIR RETURN ARCHITECTURAL AIR SUPPLY ASPHALT ASSEMBLY AUTOMATIC ANGLE VALVE AVENUE BOTTOM BACTERIOLOGICAL BEVEL BOTH ENDS BIOFILTER CIRCULATION BARE COPPER BEGINNING OF CURVE CENTER BOARD BLIND FLANGE BOOLEAN GATE BRAKE HORSEPOWER BREAKER BEVEL LARGE END BUILDING BLOCK BEAM, BENCHMARK BLOW OFF BIOCHEMICAL OXYGEN DEMAND, 5 DAY BOTTOM OF PIPE, BACK OF PIPE BOTTOM BRIDGING BEARING BREAK BLACK RIVER PUMP STATION BRONZE BAR SCREEN BRITISH THERMAL UNIT BULKHEADS BUTTERFLY VALVE BALL VALVE CONDUIT, CRANE DIRECT BURIAL CABLE, CABINET COMBUSTION AIR FAN CAPACITY CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND, 5 DAY COOLING COIL CENTER TO CENTER CONCRETE CYLINDER PIPE CONCRETE LINED AND COATED STEEL PIPE CEILING DIFFUSER, CHEMICAL DRAIN CONTROL DENSITY FILL CONDUCTOR CONDENSING UNIT CEILING EXHAUST DIFFUSER CEILING EXHAUST REGISTER CUBIC FEET CENTRIFUGE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CODE OF FEDERAL REGULATIONS CUBIC FEET PER SECOND CHANNEL CHILLIER CAST IRON CAST IRON PIPE, CAST IN PLACE CONSTRUCTION JOINT CHECKER(ED) CHECKER PLATE CIRCUIT CENTERLINE CLEAR, CLEARANCE, CONDENSATE-LOW PRESSURE CEILING, CHLORINE GAS CLOCK CLEAR MANUAL CONTROL STATION, CONDENSATE, MEDIUM PRESSURE MANUAL-AUTO CONTROL STATION CEMENT MORTAR COATED CEMENT MORTAR LINED CORRUGATED METAL PIPE ASBESTOS PROTECTED CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONDUIT CONTROL CLEANOUT CARBON DIOXIDE CHEMICAL OXYGEN DEMAND COOLING AIR FAN COLUMN, COLLECTION COMMINUTOR, COMPACTOR COMPARTMENT CONVEYOR, CONNECTION CONCRETE, CONCENTRIC CONDUCTOR, CONDENSATE, CONDITIONING CONFERENCE CONNECTION CONTINUOUS, CONTINUATION CONTINUED CONSTRUCTION COMPRESSOR, CENTER POINT, CONCRETE PIPE COUPLING CHLORINATED POLYVINYL CHLORIDE CONDUIT RACK CHEMICAL FEEDER CORRUGATED RUBBER EXPANSION JOINT CEILING SUPPLY DIFFUSER CERAMIC TILE CONTROL CONTROL UNIT, COPPER, CUBIC CULVERT CONTROL VALVE COMPLETE WITH COLD WATER (POTABLE) CUBIC YARD COD COF COL COM COMPT CON CONC COND CONF CONN CONT CONTD CONST CP CPLG CPVC CR CRF CREJ CSD CT CTRL CU CULV CV C/W CW CY A AC A/C ADMIN AFF ACC ACOU ACP ADD ADF ADPT AF AGGR AHU AL ALT AMB AMD ANC ANOD AP APPX AR ARCH AS ASPH ASSY AUTO AV AVE B BAC BBE BC BCOP BCR BD BF BGAT BHP BKR BLE BLDG BLK BM BO BOD5 BOP BOT BRDG BRG BRK BRPS BRZ BSN BTU BULKHDS BTV BV C CAB CAF CAP CBOD5 CC C/C CCP CCSP CD CDF CDR CDU CED CER CF CFG CFH CFM CFR CFS CH CHR CI CIP CJ CK CKPL CKT C/L CL CLG CLK CLR CM CMA CMC CML CMP CMPA CMU CND CNTL CO CO 2 DEGREE, DRYER, DEEP, DRAIN DUCT BANK, DOWEL BAR DISTRIBUTED CONTROL SYSTEM DENSITY METER DECREASING DEMOLISH DETAIL DRINKING FOUNTAIN DUCT FIRE DAMPER DOOR GRILLE DUCTILE IRON DIAGRAM DIAMETER DUCTILE IRON PIPE DIRECTION DISPENSER DISCHARGE DAMPER MOTOR DOWN DEPARTMENT OF NATURAL RESOURCES DISSOLVED OXYGEN, DITTO DRAIN ROCK, DRAINAGE, DOOR,DRIVE DEGRATING DRIP TRAP, DRY TONS DRY WEATHER FLOW DRAWING(S) DOWEL(S) D DB DCS DE DEC DEMO DET DF DFD DG DI DIAG DIA DIP DIR DIS DISCH DM DN DNR DO DR DRG DT DWF DWG(S) DWL(S) EAST, EMERGENCY EXHAUST AIR, EACH ENTERING AIR TEMPERATURE ENGINE ALTERNATOR UNIT END OF CURVE ECCENTRIC EXTRACTOR DAMPER, EQUIPMENT DRAIN EACH END, ENGINE EXHAUST EACH FACE,EXHAUST FAN EFFLUENT EXHAUST GRILLE, EMERGENCY GENERATOR EXPANSION JOINT ELEVATION, EXHAUST LOUVER ELECTRICAL ELBOW EMBEDDED ELBOLET END OF PIPE, EDGE OF PAVEMENT ELECTRIC/PNEUMATIC ETHYLENE PROPYLENE DIENE MONOMER EVAPORATOR EXPANDED POLYSTYRENE EQUAL EQUIPMENT EQUIVALENT EXISTING SURFACE, EQUALIZED SLUDGE EASEMENT EACH WAY EACH WAY EACH FACE ENTERING WATER TEMPERATURE EACH WAY TOP AND BOTTOM EXTRA EXHAUST EXISTING EXPANSION, EXPOSED EXTERIOR E EA EAT EAU EC ECC ED EE EF EFF EG EJ EL, ELEV ELECT ELL EMBD EOL EOP E/P EPDM EPR EPS EQ EQUIP EQUIV ES ESMT EW EWEF EWT EWT&B EX EXH EXIST EXP EXT FAHRENHEIT, FACE, FUSE(D), FAN, FLOAT FOUL AIR FABRICATE(D), FABRICATION FRESH AIR INTAKE FLAT BAR, FLOOR BEAM FAIL CLOSED FREE CHLORINE FLOOR CLEANOUT FINE CRUSHED ROCK FLOOR DRAIN, FOUNDATION DRAIN FLEXIBLE DUCT CONNECTOR FEEDER FLOWMETER FLAT FACE, FINISH FLOOR FACE TO FACE F FA FAB FAI FB FC FCL FCO FCR FD FDC FDR FE FF F/F FINISHED GRADE FIRE HYDRANT,FLATHEAD FLATHEAD FINISHED FLOOR, FLOW LINE FLOCCULATOR FLEXIBLE FLANGE(D), FLAP GATE FLUID POWER UNIT FLOOR FILTER, FILTRATE FORCE MAIN FLEXIBLE METAL HOSE FLASH MIXER FOUNDATION FAIL OPEN FLAT ON BOTTOM FLAT ON TOP FILTER PRESS, FIRE PROTECTION FLEXIBLE PIPE COUPLING FPC TO TAKE TENSION FEET PER MINUTE FEET PER SECOND FRAME FIBERGLASS REINFORCED PLASTIC FAR SIDE, FLOW SWITCH, FIRESTAT, FLOTATION SLUDGE FLASH TANK, FEET FOOTING FURRING FUTURE FREEZESTAT ACTUATED GATE, GUTTER ELEVATION GAGE, GAUGE GALLON GALVANIZED GRADE BREAK, GRADE BEAM GLOBE VALVE GUARD GRINDER GENERAL GROUND FAULT INTERRUPTER GALVANIZED IRON GLASS GROUND GALLONS PER DAY GALLONS PER MINUTE GRADE GROUT GRATING GASKET GALVANIZED STEEL PIPE GATE VALVE GROUND WATER TABLE GYPSUM HIGH, HORIZONTAL, HOIST HAND AUTO HARDBOARD HEATING COIL, HANDICAP HEAVY DUTY HEAVY DUTY OILTIGHT HIGH DENSITY POLYETHYLENE HEADER HARDWARE HEXAGONAL, HEAT EXCHANGER MERCURY, HAND GRADE HANDHOLE HEAT HOSE VALVE HOLLOW METAL HAND-OFF-AUTO HORIZONTAL HIGH PRESSURE, HIGH POINT, HORSEPOWER HIGHPOINT ELEVATION HANDRAIL, HEAT RESERVOIR, HOUR HEAT RESERVOIR FLOW HOURS, HEAT RESERVOIR SUPPLY HEAT RESERVOIR FLOW HIGH SIGNAL SELECT HEIGHT, HEAT TRACER TAPE HALF TIDE LEVEL HEATER HIGH TEMPERATURE VENT HAND VALVE HEATING AND VENTILATING HEATING, VENTILATING, AND AIR CONDITIONING HIGH WATER HYDRAULIC HYDRANT G GA GAL GALV GB GBV GD GDR GEN,GEN'L GFI GI GL GND GPD GPM GRD GRT GRTG GSKT GSP GV GWT GYP H H/A HARDBD HC HD HDOT HDPE HDR HDWR HEX HG HH HHV HM HOA HOR,HORIZ HP HPEL HR HRB HRS HRF HSS HT HTL HTR HTV HV H/V HVAC HWTR HYD HYDT INTERNATIONAL BUILDING CODE INCINERATOR INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INDICATING LAMP, INSTRUMENT LOOP INFLUENT INSULATE(D), INSULATION INSTANTANEOUS INTERIOR, INTERSECTION INTERMEDIATE INTERLOCK INVERT, INVERT ELEVATION INVERT ELEVATION INPUT/OUTPUT IRRIGATION INSTRUMENT TAP IBC ICN ID IE IF IL INF INSUL INST INT INTER INTLK INV INV EL I/O IRRIG IT KIP (1,000 POUNDS) KNOCK OUT KILOVOLT KILOVOLT AMPERE KILOVAR KILOWATT K KD KV KVA KVAR KW LEAVING AIR TEMPERATURE LATERAL, LATITUDE POUND(S) LOWER EXPLOSIVE LIMIT LEVEL LINEAL FEET LINEAR FEET BASEBOARD LONG LEFT HAND LAP JOINT LONG LEG VERTICAL LUBRICATING OIL LOCKOUT STOP LOW PRESSURE LOW POINT ELEVATION LIMIT SWITCH LOW VOLTAGE, LOUVER, LABORATORY- VACUUM LAT LB(S) LEL LEV LF LFBR LG LH LJ LLV LO LOS LP LPEL LS LV MENS, MOTOR, METER MILLIAMPERE MAINTENANCE MALLEABLE MANUAL MATERIAL MAXIMUM THOUSAND BTUs PER HOUR MOTOR CONTROL CENTER THOUSAND CIRCULAR MILLS MASTER CONTROL UNIT MOTORIZED DAMPER MECHANICAL MISCELLANEOUS ELECTRICAL EQUIPMENT MANUFACTURER MILLION GALLONS MILLION GALLONS PER DAY MILLIGRAMS PER LITER MANAGER MANHOLE MEAN HIGH HIGH WATER MALLEABLE IRON MISCELLANEOUS INSTRUMENTATION EQUIPMENT MILITARY SPECIFICATION MINIMUM, MINUTE MISCELLANEOUS MECHANICAL JOINT MILLILITER, MIXED LIQUOR MEAN LOWER LOW WATER MEAN LOW WATER MISCELLANEOUS MECHANICAL EQUIPMENT MOTOR OPERATOR, MASONRY OPENING MODULUS MONUMENT MILES PER HOUR METAL MOTOR MULTIPLY/DIVIDE MUD VALVE, MILLIVOLT MIXER M MA MAL, MALL MAN MAT'L MAX MBH MCC MCM MCU MD MECH MEE MFR MG MGD MG/L MGR MH MHHW MI MIE MILSPC MIN MISC MJ ML MLLW MLW MME MO MOD MON MPH MTL MTR MUL/DIV MV MXR NEUTRAL, NORTH NONAUTOMATIC, NOT APPLICABLE SODIUM HYDROXIDE NORMALLY CLOSED NORTHEAST NEGATIVE NONFUSED NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL NAMEPLATE NET POSITIVE SUCTION HEAD NATIONAL PIPE THREAD NONRISING STEM NEAR SIDE NOT USED NORTHWEST N NA NaOH NC NE NEG NF NIC NO NOM NP NPSH NPT NRS NS NU NW OVERALL OUTSIDE AIR INTAKE OPPOSED BLADE ON CENTER OUTSIDE FACE, OVERFLOW OVERHEAD OVERLOAD OUT TO OUT OPENING ODOR REMOVAL FILTER OXIDATION REDUCTION POTENTIAL ODOR REMOVAL TOWER OUTSIDE AIR ODOR SCRUBBER OXYGEN OA OAI OB OC OF OH OL O/O OPNG ORF ORP ORT OSA OSC O 2 JUNCTION BOX JUNCTION JOIST JOINT(S) JB JCT JST JT(S) PUMP, PAVEMENT ELEVATION, PAINT PARALLEL, PARAGRAPH PLAIN BOTH ENDS PIPE COUPLING, PRECAST, PIECE POINT OF CURVATURE PLAIN CONCRETE (NO REINFORCING STEEL) PLANT CONTROL CENTER PINCH VALVE PLAIN CONCRETE PIPE PIECES PIPE COUPLING TO TAKE TENSION PHOTOELECTRIC CONTROL PLAIN END, POPULATION EQUIVALENT, PRIMARY EFFLUENT PNEUMATIC/ELECTRIC PENETRATION PERFORATED POWER FACTOR, PRESSURIZATION FLOW PRESSURE GAGE PHASE PREMOLDED JOINT POINT ON CURVE PROPORTIONAL PLUS INTEGRAL CONTROL, PRESSURE INDICATOR, POINT OF INTERSECTION (PI) PROPORTIONAL PLUS INTEGRAL PLUS DERIVATIVE CONTROL PEAK PLATE, PIPELINE, PROPERTY LINE PLASTIC LAMINATE PROGRAMMABLE LOGIC CONTROLLER PLACES PLAIN LARGE END PLYWOOD PLYWOOD PHOSPHATE PLAIN ONE END PNEUMATIC OPERATOR POWER POLE POUNDS PER DAY POUNDS PER HOUR PRESSURE RELIEF DAMPER PRESSURE PREFINISHED PRESSURE REDUCING STATION PRESSURE REGULATING (REDUCING) (RELIEF) VALVE PRESSURE SWITCH, PRESSURE SENSOR, PRIMARY SLUDGE PLAIN SMALL END POUNDS PER SQUARE FOOT PRESSURE SWITCH HIGH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAGE PIPE SLEEVE, PRESSURE SWITCH LOW POINT, POINT OF TANGENCY PLUG VALVE, PROCESS VARIABLE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PRESSURE VESSEL PAVEMENT P PAR PBE PC P/C PCC PCHV PCP PCS PC-T PCU PE P/E PEN PERF PF PG PH PJF POC POI PID PK PL PLAM PLC PLCS PLE PLY PLWD PO4 POE POP PP PPD PPH PRD PRES PREFIN PRS PRV PS PSE PSF PSH PSIA PSIG PSL PT PV PVC PVI PVL PVT RADIUS, RISER RETURN AIR RADIUS ROLL TYPE AIR FILTER REINFORCED CONCRETE RECORDER REINFORCED CONCRETE PIPE RECORDER ROOF DRAIN, ROAD RECEIVER, RECESSED RECEIVED RECEPTIONIST RECIRCULATION RECEPTACLE REDUCE(R) REFERENCE REGULATOR REINFORCED (ING) RELAY REMOVABLE REQUIRED RESILIENT REINFORCING STEEL REVISED(ION) RAISED FACE RETURN GRILLE RIGID GALVANIZED STEEL RIGHT HAND REDUCED LEVEL ROOM ROUND ROUGH OPENINGS RADIUS POINT REVOLUTIONS PER MINUTE RAILROAD RIGHT REINFORCED THERMOSET PLASTIC REMOTE TERMINAL UNIT RELIEF VALVE RIGHT OF WAY RAINWATER LEADER RAINWATER PIPE R RA RAD RAF R/C RCDR RCP RCR RD REC RECD RECEPT RECIRC RECP RED REF REG REINF REL REM REQ'D RESIL RE-STL REV RF RG RGS RH RL RM RND RO RP RPM RR RT RTRP RTU RV R/W RWL RWP RATE OF FLOW QUICK COUPLING Q QCPL SOUTH, SOLENOID VALVE, SLOPE SILENCER SUPPLY AIR, SERVICE AIR SIGNAL BOX SCRUBBER DRAIN STANDARD CUBIC FEET PER MINUTE SCHEDULE SCREWED SPLITTER DAMPER, SMOKE DETECTOR, SANITARY DRAIN SOUTHEAST, SECONDARY EFFLUENT,SPOT ELEVATION SECOND, SECTION SEPARATOR, SEPTAGE SQUARE FOOT, SUPPLY FILTER SUPPLY GRILLE, SLUICE GATE SHEET SPEED INCREASER SIMILAR SLOPE SLIDE GATE SCREEN, SUPERNATANT SULFUR DIOXIDE SOCKOLET SPACE, SET POINT, STATIC PRESSURE, STOP, STAND PIPE SLIP-ON SPACES SPEED SPECIFICATION(S) SPACING SPLICE SOUND POWERED TELEPHONE SPEED REDUCER SPLIT-RANGING SOLIDS RETENTION TIME SAFETY RELIEF VALVE STAINLESS STEEL, SPEED SELECTOR, SUSPENDED SOLIDS, SECONDARY SLUDGE SOLID STATE CONTROLLER, SECONDARY SCUM STAINLESS STEEL FLAT HEAD SERVICE SINK STAINLESS STEEL START, STREET, STRUCTURE STATION, STARTING AIR STANDARD, STORM DRAIN, STUD STARTING AIR STEEL STORAGE STRONG STRUCTURAL SUBSTITUTE, SUBSTATION SUPERVISOR SUPPORT SURFACE SOLENOID VALVE SLUDGE VOLUME INDEX SOUTHWEST, SOCKETWELD, SEAL WATER SWITCHBOARD SWITCHGEAR, SWAGE SYMMETRICAL S SA SB SCD SCFM SCH SCR'D SD SE SEC SEP SF SG SHT SI SIM SL SLG SN S02 SOL SP SO SPCS SPD SPEC(S) SPG SPL SPT SR SRG SRT SRV SS SSC SSFH SSK SST ST STA STD STGA STL STOR STR STRUCT SUB SUPERV SUPT SURF SV SVI SW SWBD SWGR SYM TRAP, TOP, TANGENT, TREAD, TANK, TELEPHONE TERMINAL BOX, TOP AND BOTTOM TOP OF BANK TURBINE TOP OF CURB TOTALLY CLOSED TEMPERATURE CONTROL PANEL TIME DELAY RELAY, TANK DRAIN TOTALLY ENCLOSED,THICKENER EFFLUENT TEMPERED, TEMPORARY TERRAZZO TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN TRANSFORMER THERMOMETER THREADED THRESHOLD THROUGH THREAD LARGE END TOTAL KJEHDAHL NITROGEN TEST-OFF-AUTO TOP OF CONCRETE (CURB) THREADED ONE END TOP OF GRATING THREDOLET TOP OF PIPE TOP OF STEEL TOP OF WALL TANGENT POINT, TRAP PRIMER TONS PER DAY TOPPING TRIPLEXED TIMING RELAY, STAIR TREAD TRANSFORMER,TRANSFER TRANSMITTER TRANSDUCER TRANSFER SWITCH TEMPERATURE SWITCH, TUBE STEEL, TRANSFER SLUDGE, TOTAL SOLIDS THREADED SMALL END TOTAL SUSPENDED SOLIDS THERMOSTATIC VALVE THERMOWELL TYPICAL T TB T/B TBN T/C TCL TCP TD TE TEMP TERR TESCP TFR TH THD'D THRESH THRU TLE TKN TOA TOC TOE TOG TOL TOP TOS TOW TP TPD TPG TPLX TR TRANS TRM TRN TRS TS TSE TSS TV TW TYP UNIFORM BUILDING CODE UNDERGROUND UNIT HEATER ULTIMATE LOAD UNLESS OTHERWISE NOTED UTILITY POLE UNINTERRUPTIBLE POWER SUPPLY UTILITY STATION UNDERSIDE UNIT SUBSTATION UTILITIES ULTRAVIOLET LAMP BANK UBC UG UH UL UON U/P UPS US U/S USS UTIL UVB VALVE, VENT, VOLTS, VERTICAL, VAULT VACUUM, VOLTS ALTERNATING CURRENT VARIES, VARIABLE VALVE BOX VERTICAL CURVE, CHEMICAL VENT VITRIFIED CLAY PIPE VOLUME DAMPER VOLTS DIRECT CURRENT VERTICAL(S) VACUUM FILTER VAPOR PRESSURE, VACUUM PUMP, PETROLEUM VENT VERTICAL POINT OF INTERSECTION VARIABLE SPEED COUPLING VENT THROUGH ROOF VARIABLE VOLUME BOX V VAC VAR VB VC VCP VD VDC VERT(S) VFT VP VPI VSC VTR VV WEST, WIDE, WOOD, WOMENS, WASHER, WEST, WATER,WASTE WITH WASTE ACTIVATED SLUDGE WATER COLUMN WALL CLEANOUT WALL EXHAUST GRILLE WALL EXHAUST REGISTER WIDE FLANGE WASTE GAS, WATER GAGE WROUGHT IRON WATER LINE WATER AND LAND RESOURCES DIVISION (KING COUNTY) WATER METER, WATER MAIN WELD NECK WASHINGTON NATURAL GAS WITHOUT WELDOLET WORKING POINT WEAKENED PLANE JOINT WASHROOM WATER SURFACE, WATER STOP WELDED STEEL PIPE WALL SUPPLY REGISTER, WASHER WATERSTOP WATERTIGHT, WEIGHT WASTEWATER TREATMENT DIVISION (KING COUNTY) WELDED WIRE FABRIC, WET WEATHER FLOW W W/ WAS WC WCO WEG WER WF WG WI WL WLRD WM WN WNG W/O WOL WP WPJ WR WS WSP WSR WSTP WT WTD WWF SPARE CONDUIT (SUFFIX LETTER), TIMES TRANSDUCER POWER TRANSFORMER TRANSMITTER CROSS LINKED POLYETHYLENE EXPLOSION PROOF X XDCR XFMR XMTR XLP XP FG FH FHD FIN FL FLC FLEX FLG('D) FLP FLR FLT FM FMH FMX FND FO FOB FOT FP FPC FPC-T FPM FPS FR FRP FS FT FTG FURRG FUT FZS MISCELLANEOUS: OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ d y a n g 1 \ d 0 4 6 9 8 5 0 \ 1 1 2 9 5 7 4 - O F 3 3 6 - G - 0 0 0 0 3 . d w g | L a y o u t : L a y o u t PL O T T E D : O c t 1 6 , 2 0 2 0 - 0 1 : 4 7 : 1 2 p m B y d y a n g 1 XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g IM A G E S : GENERAL ABBREVIATIONS G-00003 4 R. REISER E. BRODAHL S. DORAN NONE 0 T. DAVIS ISSUED FOR PERMIT JUNE 2026 6/18/2026 NOTES, SPECIAL INSPECTIONS AND SYMBOLS S-00001 31 R. ROBERTS E. BRODAHL S. DORAN AS NOTED 1 C. ROBERTS DESIGN CRITERIA GENERAL INFORMATION 1.DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. 2.VERIFY FINAL DIMENSIONS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF THESE ELEMENTS. 3.DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE PROJECT REPRESENTATIVE. 1.DESIGN CODE: 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) AND ASCE 41-17 FOR PUMPS P2 & P4. , ALL AS AMENDED BY THE STATE OF WASHINGTON AND THE CITY OF RENTON. 2.REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS. 3.ALL LOADS SHOWN ARE ASCE 7-16 UNFACTORED LOADS UNLESS NOTED OTHERWISE. APPLY THE ASCE 7 OR IBC 2018 LOAD FACTORS (ASD OR LRFD) AS NECESSARY. 4.DEAD LOADS: SELF WEIGHT 5.SEISMIC LOADS: RISK CATEGORY IV IMPORTANCE FACTOR, Ip 1.50 SS 1.468 SITE CLASS D SDS 0.979 6.ASCE 41-13 (TABLE 2-3) SEISMIC PERFORMANCE OBJECTIVE NON -STRUCTURAL COMPONENTS. BSE-2N SEISMIC HAZARD LEVEL OPERATIONAL NONSTRUCTURAL PERFORMANCE (N-A) NONSTRUCTURAL COMPONENT SUPPORTS HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES OF ASCE 7-16 AND ASCE 41-17. 7.EPOXY ADHESIVE USED FOR ANCHORING REBAR OR POST INSTALLED ANCHORS SHALL MEET THE REQUIREMENTS OF ASTM C881 TYPE IV. 8.CONCRETE SHALL HAVE A MINIMUM f'c = 4,000 FOR ALL CONCRETE. EXPOSURE CATEGORIES F(0) S(0) W(0) C(0) GRATING, SPAN DIRECTION INDICATED GROUT EARTH OR FINISH GRADE CONCRETE SYMBOL LEGEND STRUCTURAL SYMBOLS POST RAILINGS RAILINGS @ SMALL SCALE OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r D: \ D r o p b o x \ A c t i v e P r o j e c t s \ J a c o b s \ E 0 0 5 4 4 E 1 8 B l a c k R i v e r P S \ d w g s \ H U E C o n t r a c t D w g s \ P h a s e 2 \ 1 1 2 9 5 7 4 - O F 3 3 6 - S - 0 0 0 0 1 . d w g | L a y o u t : S 0 0 0 0 1 PL O T T E D : S e p 1 0 , 2 0 2 5 - 0 6 : 2 8 : 2 9 p m B y r o n XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G IM A G E S : REQUIRED SPECIAL INSPECTIONS TYPE FREQUENCY REFERENCED STANDARDS IBC REFERENCECONTINUOUSPERIODIC CONCRETE CONSTRUCTION 1705.3 1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT X ACI 318-19 CH. 26.13 2. INSPECT ANCHORS OR REINFORCING BARS POST-INSTALLED IN HARDENED CONCRETE MEMBERS A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X ACI 318-19: CH. 26.13 AND QUALIFYING REPORT OF EVALUATION SERVICE (ICC-ES) B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS AND REINFORCING BARS NOT DEFINED IN 2.A. X ACI 318-19: CH. 26.13 AND QUALIFYING REPORT OF EVALUATION SERVICE (ICC-ES) 3. VERIFY USE OF REQUIRED DESIGN MIX.X ACI 318: CH. 26.13 1705.3 4. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X ASTM C172 ASTM C31 ACI 318: CH 26.13 1705.3 5. VERIFY MAINTENANCE OF SPECIFIED CURING X ACI 318: CH. 26.13 1705.3 6. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. X ACI 318: CH. 26.13 ----------------------------------------------------------------------------------- STRUCTURAL STEEL 1. SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL FABRICATION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16 AS REQ'D BY AISC 360-16 AS REQ'D BY AISC 360-16 AISC 360-16 CHAPTER N 1705.2 2. SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL ERECTION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16 AS REQ'D BY AISC 360-16 AS REQ'D BY AISC 360-16 AISC 360-16 CHAPTER N 1705.2 3. SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL WELDING SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16 AS REQ'D BY AISC 360-16 AS REQ'D BY AISC 360-16 AISC 360-16 CHAPTER N,4 TABLES N5.4-1 THRU N5.4-3 1705.2 4. NONDESTRUCTIVE TESTING OF CJP GROOVE WELDS SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16 AS REQ'D BY AISC 360-16 AS REQ'D BY AISC 360-16 AISC 360-16 CHAPTER N,5b 1705.2 5. SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING OF PREFABRICATED STEEL STRUCTURES FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16 AS REQ'D BY AISC 360-16 AS REQ'D BY AISC 360-16 AISC 360-16 CHAPTER N 1705.2 THE STEEL FABRICATOR AND ERECTOR SHALL SUBMIT CERTIFICATES OF COMPLIANCE WITH THE AISC 360-16 QA/QC REQUIREMENTS. 1.THE ENGINEER OF RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION OF THE STRUCTURAL SYSTEM. 2.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY WSBC SECTIONS 1705 OR OTHER SECTIONS OF THE WASHINGTON STATE BUILDING CODE. 3.STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE PROJECT REPRESENTATIVE AND THE BUILDING OFFICIAL AT THE COMPLETION OF CONSTRUCTION. STRUCTURAL OBSERVATION 1.PRIOR TO THE START OF CONSTRUCTION, THE SPECIAL INSPECTION AGENCY SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS. 2.THE APPROVED SPECIAL INSPECTION AGENCY SHALL SUBMIT REPORTS OF ALL SPECIAL INSPECTIONS AND TESTING TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE REPORT SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. 3.A FINAL REPORT SHALL DOCUMENT THE REQUIRED SPECIAL INSPECTIONS AND TESTS, AND CORRECTION OF ANY DISCREPANCIES NOTED PREVIOUSLY. SPECIAL INSPECTION AGENCY AND INSPECTOR DEFERRED SUBMITTALS 1.THE FOLLOWING DEFERRED SUBMITTALS SHALL BE MADE BY THE CONTRACTOR FOR APPROVAL BY THE CITY OF RENTON BUILDING DEPARTMENT. 1.1.CONCRETE MIX DESIGNS 1.2.DESIGN OF SILENCER SUPPORT FRAMES AND THEIR ANCHORAGE. STRUCTURAL SUBMITTALS 1.REPORTS, CERTIFICATES AND OTHER DOCUMENTS RELATED TO STRUCTURAL SPECIAL INSPECTIONS AND TESTS SHOULD BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF RENTON. THE CERTIFICATES OF COMPLIANCE ARE REQUIRED TO STATE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. SEE IBC SECTIONS 107.1, 107.3.4 AND 107.3.4.1. THE FOLLOWING IS A SUMMARY: a.SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF CONCRETE REINFORCEMENT, OTHER THAN BY FILLET WELDS. b.SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF PREFABRICATED STRUCTURAL STEEL MEMBERS AT THE COMPLETION OF FABRICATION. SEE ALSO IBC SECTIONS 1704.5. c.SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF THE PREFABRICATED STEEL STRUCTURES AT THE COMPLETION OF FABRICATION. SEE ALSO IBC SECTIONS 1704.5. d.SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF STRUCTURAL STEEL, OTHER THAN BY PRE-QUALIFIED WELDING PROCEDURE SPECIFICATIONS. SEE ALSO IBC SECTION 1704.5. 2.THE CONTRACTOR SHALL SUBMIT CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF THE STRUCTURAL STEEL TO THE BUILDING OFFICIAL AT THE COMPLETION OF FABRICATION. SEE IBC SECTIONS 1704.5. 1 CODE UPDATE REVISIONS FOR P3 INSTALLATION RMR 7/25 1 1 1 1 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) AND 2021 INTERNATIONAL BUILDING CODE (IBC) FOR PUMP P3 IN RCP 22 OR IBC 2021 (FOR RCP 22) 12/12/2025 ISSUED FOR PERMIT JUNE 2026 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 5001 9.19 111 5003 8.88 142 5048 9.14 142 50909.09 142 1.ALL PARKING AND STAGING SHALL BE SITUATED TO FACILITATE CONTINUOUS KING COUNTY ACCESS TO ALL GATES, DOORS AND EQUIPMENT. 2.GRAVEL ACCESS ROAD FOR NORTH SIDE OF STATION CAN BE ACCESSED FROM MONSTER ROAD SW, FURTHER WEST OF VIEW SHOWN IN THIS DRAWING. PROVIDE NOTICE TWO-WEEKS PRIOR TO CONSTRUCTION TO PROJECT REPRESENTATIVE (TO NOTIFY KING COUNTY PARKS DEPARTMENT) FOR ACCESS OR USE OF LAKE TO SOUND TRAIL, PER SPECIFICATION 01 14 30. ACCESS TO TRAIL IS LIMITED TO VEHICLES WITH A MAXIMUM OF TYPE H20 LOADING AND TRAIL OBSTRUCTION SHALL BE MINIMIZED. CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN, WHICH SHALL BE IMPLEMENTED DURING USE OF THE LAKE TO SOUND TRAIL, PER SPECIFICATION 01 55 26. 3.REFER TO G-00001 FOR NORTH SIDE GRAVEL ACCESS ROAD CONNECTION TO MONSTER ROAD. 4.PROVIDE SPECIFIC PROPOSAL AND OBTAIN WRITTEN APPROVAL FROM PROJECT REPRESENTATIVE PRIOR TO LEAVING A TRAILER OR ANYTHING ELSE OUTSIDE TO REMAIN OVERNIGHT (OR LONGER). 5.THIS DRAWING DEPICTS GENERAL ACCESS FOR THE PUMP STATION SITE. AERIAL PHOTO AND SURVEY FEATURES ARE NOT ACCURATELY ALIGNED, AND ARE NOT SUITABLE FOR DIMENSIONING. CONTRACTOR SHALL DETERMINE DIMENSIONS AND CLEARANCES FOR ACCESS AS NEEDED. NOTES: PRIMARY SITE ACCESS PRIMARY BUILDING ACCESS 15'H x 12'W ROLLUP DOOR APPROXIMATE LOCATION OF EXISTING PUMPS 1 THROUGH 4 MONSTER ROAD SW OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ c h 2 m h i l l _ d y a n g 1 \ d 0 4 6 9 8 5 0 \ 1 1 2 9 5 7 4 - O F 3 3 6 - G - 1 0 0 0 1 . d w g | L a y o u t : L a y o u t PL O T T E D : O c t 1 6 , 2 0 2 0 - 0 1 : 4 7 : 3 4 p m B y d y a n g 1 XR E F S : 1 0 4 4 8 8 5 x B A S E M A P 2 . d w g ; w e t l a n d s _ H E C _ d e l i n e a t e d . d w g ; x _ H C _ P u m p - P l a n t P M X R E V . d w g ; x _ O H M . d w g ; 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; b l a c k r i v e r _ a e r i a l _ r _ w _ j p g . d w g ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g IM A G E S : B R P S . j p g ; SITE ACCESS PLAN G-10001 6 R. REISER E. BRODAHL S. DORAN AS NOTED 0 T. DAVIS SECONDARY BUILDING ACCESS, 15'H x 12'W ROLLUP DOOR GRAVEL ACCESS ROAD TO NORTH SIDE OF STATION 0 30 60 90 SCALE: 1"= 30' TEMPORARY CONSTRUCTION STAGING AREA AND WORK LIMITS, MAINTAIN ACCESS FOR KING COUNTY STAFF AT ALL TIMES, OR COORDINATE TO OBTAIN WRITTEN APPROVAL FROM PROJECT REPRESENTATIVE FOR SPECIFIC TIMES WHEN ACCESS WILL BE OBSTRUCTED OR MUST BE LIMITED. DEDICATED CONSTRUCTION STAGING AREA. COORDINATE FINAL DIMENSIONS IN THE FIELD WITH THE PROJECT REPRESENTATIVE. WORK AREA LIMITS SHALL BE WITHIN FENCED AREAS NORTH AND SOUTH OF PUMP STATION BUILDING, EXTERNAL WALKWAYS OUTSIDE OF PUMP HOUSE BUILDING AND WITHIN BUILDING. MAINTAIN 20-FT CLEARANCE BETWEEN SITE TRAILER AND BOLLARDS AROUND FUEL STORAGE TANK TO ALLOW FUEL TRUCK CLEARANCE THROUGH THE SITE. SEE DRAWING M-40001 FOR REMOVAL OF EXISTING CONCRETE STOP LOGS AND STORAGE OF NEW FRP STOP LOGS IN EXISTING STOP LOG STORAGE AREA. KEY NOTES: 1 1 2 2 3 3 PERSONNEL ACCESS DOOR 1 CONSTRUCTION ACCESS FROM MONSTER ROAD SEE FOR PUMP FLOOR ACCESS PLAN X X X X X X X X X X X X X X X X X EXISTING CHAIN LINK FENCE BULK DIESEL FUEL STORAGE TANKS AND PANEL VEHICLE ACCESS GATE VEHICLE ACCESS GATE EXISTING TRANSFORMER STAGING AREA FOR TRAILER STAGING AREA FOR ADDITIONAL PARKING 2 2 4 4 TABLE OF EXISTING CONTROL POINTS: TABLE NOTES: 1.NORTHINGS AND EASTINGS PROVIDED IN TABLE ARE ACCURATE AND PROVIDED FOR REFERENCE, BUT LOCATIONS ON PLAN VIEW ARE INACCURATE AND APPROXIMATE COMPARED TO AERIAL PHOTO. (SEE NOTE #5 ABOVE) 2.POINTS NOT SHOWN ON THIS DRAWING ARE OUTSIDE OF VIEW. (AS INDICATED WITH "ɸ") 5 5 G-10002 1 EXISTING CHAIN LINK FENCE VEHICULAR ACCESS GATE PERSONNEL ACCESS GATE 1 1 [5001] [5003] [5090] [5048] ɸ ɸ 2 G-40001 2 1 G-40001 SITE AND ACCESS PLAN 1"=30'SCALE: ISSUED FOR PERMIT JUNE 2026 6/18/2026 1/8"=1'-0" FLOOR ACCESS PLAN OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ r e i s e r r w \ d 0 4 6 9 8 5 0 \ 1 1 2 9 5 7 4 - O F 3 3 6 - G - 1 0 0 0 2 . d w g | L a y o u t : L a y o u t PL O T T E D : O c t 2 1 , 2 0 2 0 - 1 0 : 1 4 : 1 7 a m B y R e i s e r R W XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; 1 0 - D - x P P e 0 1 _ D 3 1 6 4 9 0 0 . d w g ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g ; 1 0 - D - x P P n 0 1 _ G R A T I N G _ D 3 1 6 4 9 0 0 . d w g ; 1 0 - D - x P P n 0 1 _ G R A T I N G _ 2 _ D 3 1 6 4 9 0 0 . d w g IM A G E S : PUMP FLOOR ACCESS PLAN G-10002 7 R. REISER E. BRODAHL S. DORAN AS NOTED 0 T. DAVIS KEY NOTES: ACCESS LOWER PUMP BAYS FROM ACCESS HATCHES, RAILS AND LADDERS LOCATED EAST OF GEAR DRIVES AND PUMPS. WOODEN PANEL FOR ACCESS HATCH. FOR P2 ONLY, ALL OTHERS HAVE METAL COVERS. P9 IS A 25 HP VERTICAL TURBINE PUMP (3,600 GPM @ 19 FEET TDH) PROVIDING WATER TO THE FISH LADDER, FISH CHUTE, AND OVERFLOW FROM THE FALSE WEIR (RETURNED TO P1 FOREBAY). STOP LOG SLOT COVER PLATE. P12 IS A 1/2 HP VERTICAL TURBINE COOLING WATER PUMP FOR THE P1, P2 AND P4 GEAR DRIVES. THIS COOLING SYSTEM IS CURRENTLY BEING SUPPLIED WITH POTABLE WATER, SO P12 IS NOT PRESENTLY IN USE. PROTECT P12 AND LEAVE IN PLACE. P10 IS A 15 HP VERTICAL TURBINE PUMP (122 GPM @ 252 FEET TDH) PROVIDING SPRAY WATER TO CLEAN THE P1-P4 FISH SCREENS. P11 IS A 20 HP VERTICAL TURBINE PUMP (1,240 GPM @ 51 FEET TDH) PROVIDING COOLING WATER TO THE HEAT EXCHANGERS FOR THE WAUKESHA ENGINES FOR P3, P5, P7 AND P8 AND CORRESPONDING GEAR DRIVES. ROLL-UP DOOR 15'H x 12'W P8 P7 P6 P5 P4 P3 P2 P1 REMOVABLE DIAMOND PLATE ROLL-UP DOOR 15'H x 12'W WORK BENCH APPROX. LOCKER AND SHELVING LOCATIONSC1 AIR COMPRESSOR SYSTEM GRATING (TYP.)DIESEL FUEL DAY TANK AND CONTROL PANEL (TYP. OF 5) P9P10P12 GEAR DRIVE LUBE OIL SYSTEM (TYP. OF 8) 17'-0"22'-0"22'-0"24'-2"22'-0"22'-0"22'-0" 8'-7 3/8"8'-8 3/8"8'-8 3/8" P11 EXISTING PERSONNEL ACCESS DOOR CONCRETE MOTOR BASE DIAMOND PLATE 9' - 1 1 3 / 4 " 9' - 1 1 3 / 4 " 10 ' - 3 1 / 4 " 15 ' - 2 " 9' - 1 1 1 / 2 " 10 ' - 3 " 9' - 1 1 3 / 4 " 0 8 16 24 SCALE: 1/8"= 1'-0" A B C D E F G H J K L M N P Q R 3 2 1 EXISTING PERSONNEL ACCESS DOOR EXPANSION JOINT WITH COVER PLATE EXISTING PERSONNEL ACCESS DOOR A G-30001 EXISTING STORAGE SHED NOTES: 1.ALL EQUIPMENT NOT SPECIFICALLY IDENTIFIED FOR REFURBISHMENT OR REPLACEMENT SHALL BE PROTECTED AND REMAIN OPERATIONAL WITHOUT DISTURBANCE DURING CONSTRUCTION. 2.DIMENSIONS SHOWN EAST OF MAIN PUMPS ARE APPROXIMATE FROM PUMPS TO BUILDING ONLY. THERE ARE OTHER OBSTRUCTIONS ALONG EAST WALL, INCLUDING PIPING AND OTHER EQUIPMENT, AND AVAILABLE ACCESS IS LESS IN SOME LOCATIONS. CONTRACTOR SHALL VERIFY AVAILABLE CLEARANCE AND TEMPORARILY MOVE PORTABLE EQUIPMENT AS NEEDED FOR ACCESS AND MOVE BACK TO EXISTING LOCATIONS UPON COMPLETION OF ACCESS NEEDS. OBTAIN WRITTEN APPROVAL FROM PROJECT REPRESENTATIVE FOR ANY SIGNIFICANT OR OVERNIGHT (OR LONGER) EQUIPMENT RELOCATIONS. 3.P9 AND P12 ARE PUMPS THAT EXTEND DOWN INTO THE INTAKE BAYS FOR P2 AND P4 RESPECTIVELY. PROTECT EXISTING PUMPS AND PIPING DURING REMOVAL AND REINSTALLATION OF P2 AND P4. P9 SUPPLIES THE FISH LADDER ON THE SOUTH SIDE OF THE STATION AND MUST REMAIN IN SERVICE AT ALL TIMES, EXCEPT WHERE OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS. IF CONTRACTOR NEEDS TO DRAIN THE P2 PUMP BAY, THE UPSTREAM FISH MIGRATION BACKUP PUMP P9A SHALL BE INSTALLED IN THE P3 PUMP BAY AND BE FULLY OPERATIONAL (SEE DWG M-10002). SEE SECTION 01 14 00 FOR FURTHER DETAILS. 2 X 1 2 3 3 4 4 4 4 5 5 6 6 7 7 8 8 888 8 8 811 1 1 DECK EL: 28.55 STOP LOG SLOT BELOW GRATING (TYP. EA BAY) PUMP 4 DIESEL FUEL DAY TANK AND CONTROL PANEL PUMP 2 DIESEL FUEL DAY TANK AND CONTROL PANEL 1 G-10001 SEE PUMP HATCH ACCESS PLAN ON DWG G-10003 AND PUMP BAY ACCESS WALKWAY PLAN ON DWG G-10004 9 9 9 9 E336007 GBX336008 GBX336007 GBX336006 GBX336005 GBX336004 E336004E336005E336006E336008 GBX336003 GBX336002 GBX336001 MTR336001 E336002E336003 DESICCANT DRYER FOR EQUIPMENT AIR SEE DEMOLITION DRAWING D-10002 FOR REMOVAL OF A PORTION OF THE P11 DISCHARGE PIPING AND DRAWING M-30005 FOR INSTALLATION OF A NEW P11 STRAINER 10 10 6 M-90002 5 M-90002 7 M-90002 KEY NOTES CONT'D: REMOVABLE DIAMOND PLATE (TYP). REMOVABLE DIAMOND PLATE AROUND PUMP MOUNTING PLATES (TYP). NEW INFLATABLE SEAL AIR SUPPLY PANEL IN THIS AREA. SEE DWG M-40003. APPROXIMATE LOCATION (NOT SURVEYED) OF EXISTING FISH SCREEN CONTROL PANEL LCP336102. 11 11 Work Area Associated with P3 engine replacement ISSUED FOR PERMIT JUNE 2026 6/18/2026 17'-0"8'-7 3/8"13'-4 5/8"8'-8 3/8"13'-3 5/8"8'-8 3/8"15'-5 5/8" MAIN LEVEL FLOOR PLAN 1/4"=1'-0" P3P4 P2 P1 REMOVE AND RECYCLE PUMP 4 CONTROL PANEL REMOVE AND RECYCLE PUMP 2 ENGINE, SILENCER AND EXHAUST PIPE (8-INCH DIAMETER)REMOVE AND RECYCLE PUMP 1 MOTOR NOTES: 1. ALL EQUIPMENT NOT SPECIFICALLY IDENTIFIED FOR REFURBISHMENT OR REPLACEMENT SHALL BE PROTECTED AND REMAIN OPERATIONAL WITHOUT DISTURBANCE DURING CONSTRUCTION. 2. BRIDGE CRANE CAN ALSO TRAVEL TO THE NORTH PORTION OF THE BUILDING WITH SIMILAR REACH EXTENTS AS SHOWN THIS SHEET FOR SOUTH PORTION OF BUILDING. 3.SEE DEMOLITION PHOTO DRAWINGS D-90001 AND D-90002. 4.DIAMOND PLATE SHOWN IS MADE UP OF SMALLER INDIVIDUAL PANELS FOR REMOVAL (NOT SHOWN), CONTRACTOR SHALL VERIFY LIMITS AS NEEDED. 15' HIGH x 12' WIDE ROLL-UP ACCESS DOOR DEMOLITION MAIN FLOOR PLAN D-10001 13 R. REISER B. GRAVETTE S. NELLIGAN AS NOTED 3 T. DAVIS OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j a c o b . g i l l i a m @ j a c o b s . c o m \ d 0 4 6 9 8 7 4 \ 1 1 2 9 5 7 4 - O F 3 3 6 - D - 1 0 0 0 1 . d w g | L a y o u t : L a y o u t PL O T T E D : F e b 2 3 , 2 0 2 6 - 1 0 : 1 3 : 5 1 a m B y G I L L I A J 2 XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . d w g ; 1 0 - D - x P P e 0 1 _ D 3 1 6 4 9 0 0 . d w g ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g ; 1 0 - D - x P P n 0 1 _ G R A T I N G _ D 3 1 6 4 9 0 0 . d w g ; 1 0 - D - x P P n 0 1 _ G R A T I N G _ 2 _ D 3 1 6 4 9 0 0 . d w g IM A G E S : D-30001 A D-30002 B P5 APPROX. LOCKER AND SHELVING LOCATIONS WORK BENCH P9 P10P12 REMOVE AND RECYCLE PUMP 4 ENGINE, SILENCER AND EXHAUST PIPE (8-INCH DIAMETER) DESICCANT DRYER FOR EQUIPMENT AIR C1 AIR COMPRESSOR SYSTEM PERSONNEL ACCESS DOOR ALL EXISTING DIESEL FUEL DAY TANKS TO REMAIN (TYP.) 1 D-90001 9' - 1 1 1 / 2 " 10 ' - 3 " 9' - 1 1 3 / 4 " 10 ' - 3 " 15 ' - 2 " APPROXIMATE HORIZONTAL REACH OF BRIDGE CRANE HOOK 3 FEET FROM BRIDGE CRANE SUPPORTS ON EAST AND WEST WALLS 2 D-90001 3 D-90001 4 D-90001 5 D-90002 6 D-90002 7 D-90002 8 D-90002 D-30003 C REMOVE AND RECYCLE EXISTING EQUIPMENT PAD AS SHOWN ON DETAIL 1 S-40002 1 S-40002 RQNPLJMK 2 1 PERSONNEL ACCESS DOOR KEY NOTES: REMOVE AND RECYCLE DRIVE SHAFT AND GUARD. REMOVE AND RECYCLE STARTER BATTERIES. DEMOLISH EXISTING 1/2" FUEL LINE FROM THE ISOLATION VALVE ON THE BRANCH LINE OFF THE HEADER TO THE ISOLATION VALVE AT THE ENGINE (FUEL HEADER SHALL REMAIN IN SERVICE) THE EXISTING ENGINE EXHAUST PIPING HAS FLANGED CONNECTIONS WITH ASBESTOS GASKETS, SEE SECTION 02 26 00. FOR CONTRACTOR'S RESPONSIBILITIES FOR ASBESTOS ABATEMENT QUALITY CONTROL, SEE SECTION 01 45 40. REMOVE AND RECYCLE EXISTING 2" P12 DISCHARGE PIPING, INCLUDING ELBOW AND PIPING TERMINATING AT TRENCH (JUST BELOW GRATING). REMOVE AND RECYCLE PUMP P12, MOTOR, DISCHARGE PIPING AND ASSOCIATED APPURTANANCES. 22 ACCESS HATCH FOR PUMP 1 1 ACCESS HATCH FOR PUMP BAY (TYP.) 1 X 1 2 3 33 1 REMOVE AND RECYCLE EXISTING EQUIPMENT PAD AS SHOWN ON DETAIL 1 S-40002 REMOVE AND RECYCLE EXISTING EQUIPMENT PAD AS SHOWN ON DETAIL 4 4 6 5 5 6 3' - 0 " PUMPS P6, P7 AND P8 NOT SHOWN IN THIS VIEW 3' - 0 " 4 87 87 8 7 KEY NOTES (CONT'D): REMOVE EXISTING LUBE OIL PUMP SYSTEM AND STORE IN APPROVED MANNER FOR REINSTALLATION FOLLOWING PUMP AND GEAR DRIVE REFURBISHMENT. REMOVE EXISTING COOLING WATER SOLENOID VALVE, THERMOSTATIC CONTROL OF SOLENOID VALVE, AND ASSOCIATED CONDUIT AND WIRE ON GEAR DRIVE (3 PLC'S). STORE SOLENOID VALVES IN APPROVED MANNER FOR REINSTALLATION FOLLOWING GEAR DRIVE REFURBISHMENT. RECYCLE THE REMOVED THERMOSTATIC CONTROLS. SAVE WIRE FROM EXISTING CONTROL PANELS WHEN DEMOLISHED AND REUSE WITH NEW CONTROL PANELS, AS INDICATED ON DRAWING I-40001. REMOVE AND RECYCLE 36"x30"x12" SQUARE CUTOUT OPENING IN CONCRETE DECK BETWEEN WALL AND BEAM TO ACCOMMODATE INSTALLATION OF PUMP 9A. DO NOT CUT INTO BEAM OR WALL, CENTER OPENING WITH PUMP COLUMN. SEE DETAIL REMOVE AND RECYCLE EXTERIOR PORTION OF ENGINE EXHAUST PIPING AND SILENCER. SEE DEMO PHOTO ON DWG D-90003. X 7 8 GBX336001 MTR336001 E336002 GBX336002 E336004 GBX336004 9 9 9 P336009 10 10 1 M-10002 11 11 11 4 D-90003 REMOVE EXISTING DRINKING FOUNTAIN. SEE D-90004 1 D-90004 OCTOBER 2020 2 D-90005 1 D-90005 9 REMOVE AND RECYCLE PUMP 3 CONTROL PANEL 1 12 REMOVE AND RECYCLE ENGINE HEAT EXCHANGER AND ALL ASSOCIATED PIPING. DEMOLISH 3" ECW SUPPLY AND DRAIN PIPING BACK TO ELBOWS ABOVE UTILITY TRENCH. REMOVE AND SALVAGE PUMP 3 ENGINE TO COUNTY AND RECYCLE CONCRETE PEDESTAL. EXHAUST SUPPORT FRAME SHALL BE PROTECTED AND REUSED. EXISTING SILENCER SADDLES SHALL BE DEMOLISHED AND REPLACED AS SHOWN IN DETAIL 3/S-40001 REMOVE AND RECYCLE INTERIOR AND EXTERIOR PORTION OF EXHAUST PIPING. SALVAGE SILENCER TO COUNTY. SEE DEMO PHOTO ON DWG D-90007. ENLARGE PENETRATION FOR PUMP TO ACCOMMODATE INSTALLATION OF PUMP 16, AS SHOWN ON M-30013. 12 13 13 3 D-90007 2 D-90007 4 D-90007 1 D-90007 5 D-90007 GBX336003 14 14 3 3 3 3 3 3 3 1 2 3 RCP 08 - PUMP P1 BAY BUBBLER ADDITION RCP 12 - P2 AND P4 ENGINE CONTROL PANEL MODS FOR GEAR DRIVE TEMP CONTROL RCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY JM EB 01/20/22 CF EB 07/18/22 CF EB 02/19/26 15 15 ISSUED FOR PERMIT JUNE 2026 6/18/2026 DEMOLITION - PUMP P3 ENGINE PHOTO DETAILS D-90007 C. FRODE E. BRODAHL S. NELLIGAN AS NOTED 0 N. EBBS SCALE:NTS PHOTO D-10001 1 OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r KEY NOTES:X 1 2 MARCH 2026 3 4 5 6 SCALE:NTS PHOTO D-10001 2 SCALE:NTS PHOTO D-10001 3 7 8 9 SCALE:NTS PHOTO D-10001 4 10 11 SCALE:NTS PHOTO D-10001 5 DRAIN AND PROPERLY DISPOSE OF ALL FLUIDS. REMOVE AND SALVAGE DIESEL ENGINE REMOVE AND RECYCLE DRIVE SHAFT AND GUARD. REMOVE AND RECYCLE EXTERIOR PORTION OF ENGINE EXHAUST PIPING. REMOVE AND RECYCLE PUMP 3 CONTROL PANEL. DRAIN AND PROPERLY DISPOSE OF ALL FLUIDS. REMOVE AND RECYCLE ENGINE HEAT EXCHANGER AND ASSOCIATED SUPPLY AND RETURN PIPING FROM HEX TO ENGINE. REMOVE AND RECYCLE 1-1/2" ECW DRAIN FROM ENGINE OIL COOLER TO 3"x1-1/2" SERVICE SADDLE INSTALLED ON 3" ECW DRAIN. REMOVE AND RECYCLE 2" STARTING AIR FROM ENGINE TO MAIN IN TRENCH. REMOVE AND RECYCLE ECW SUPPLY AND RETURN PIPING FROM HEAT EXCHANGER TO GROOVED ELBOWS AT TRENCH. REMOVE AND RECYCLE HEAT EXCHANGER ISOLATION VALVE. REMOVE AND RECYCLE HEAT EXCHANGER PIPING SUPPORTS. REMOVE AND RECYCLE 2" ECW FROM ENGINE OIL COOLER TO 2-1/2" X 2" TEE. INSTALL 2" THREADED PLUG. REMOVE AND SALVAGE ENGINE EXHAUST SILENCER AND 10" EXHAUST PIPE. RETAIN AND PROTECT EXISTING EXHAUST PIPE SUPPORT. MODIFY AND REUSE EXISTING SUPPORT. RCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY CF EB 03/02/260 1 2 11 8 7 6 5 9 1 10 4 1 2 3 5 12 12 5 11 ISSUED FOR PERMIT JUNE 2026 6/18/2026 2'-2" HSS 5x5x5/16, TYP HSS 3x3x1/4, TYP ALL DIAG HSS 6x6x3/8, TYP (4) @ P2 & P4 8'-2" MAX 4' - 1 0 " M A X TYP 3'-5" AS R E Q ' D F O R SI L E N C E R L A Y O U T 2'-0", TYP HSS 5x5x1/2, TYP HSS 3x3x1/4, TYP ALL DIAG HSS 6x6x1/2, TYP (4) @ P3 18'-0" MAX 4' - 8 " M A X AS REQ'D FOR SILENCER LAYOUT AS REQ'D FOR SILENCER 2' - 0 " , TY P 2' - 6 " AS REQ'D FOR EXHAUST PIPE LAYOUT CAP ENDS SIMILAR TO POSTS PL 1 2" x AS REQ'D FOR AFTER COOLER EXPANSION TANK MOUNTING 2' - 0 " , TY P 2'-0", TYP HSS 3x3x1/4, TYP ELEV 28.55 HSS 6x6x3/8, TYP (4) @ P2 & P4 HSS 5x5x5/16, TYP SEE MECHANICAL FOR CENTERLINE OF SILENCER ELEVATION ELEV 28.55 HSS 6x6x1/2, TYP (4) @ P3 HSS 5x5x5/16, TYP MSS SP-58 (TYPE 41) ADJUSTABLE PIPE ROLL SUPPORT HSS 3x3x1/4, (BEYOND) TYP 8" 1 1/2" NONSHRINK GROUT HSS 6x6x3/8, TYP (4) @ P2 & P4 PL 1/2" x 8" x 12", TYP HSS 5x5x5/16, TYP HSS 3x3x1/4, TYP ALL DIAG SEE MECHANICAL FOR CENTERLINE OF SILENCER ELEVATION ELEV 28.55 8" 1 1/2" NONSHRINK GROUT 2' - 0 " , T Y P HSS 6x6x1/2, TYP (4) @ P3 PL 1/2" x 8" x 12", TYP HSS 5x5x1/2, TYP HSS 3x3x1/4, TYP ALL DIAG 2'-0", TYP SEE MECHANICAL FOR CENTERLINE OF SILENCER ELEVATION ELEV 28.55 1/4TYP HSS 6x6xVARIES 1/4" CAP PL, TYP TOP OF ALL HSS 6x6 1/4TYP TYP HSS 5x5 TO HSS 6x6 TYP CAP PL TO HSS 6x6 (1/8) HSS 3x3x1/4, TYP ALL DIAG HSS 3x3x1/4, TYP ALL DIAG HSS 6x6xVARIES, TYP HSS 5x5x5/16, TYP SILENCER, SEE MECH AS REQ'D FOR SILENCER AND INSULATION 5/8" DIA U-BOLTINSULATION, PER MECH. PROVIDE INSULATION SHIELD @ U-BOLT FABRICATE SADDLE FROM 3/8" PL. REMOVE EXISTING SADDLE AND REPLACE AS SHOWN. AS REQ'D FOR SILENCER AND INSULATION AS REQ'D FOR SILENCER AND INSULATION PL 3/8" x 4" x BENT PL LENGTH. FIT TIGHT TO SILENCER BODY AS SHOWN. 1/4 1/4 TYP SEE MECHANICAL FOR CENTERLINE OF SILENCER ELEVATION 2" HSS 5x5x5/16, TYP 90° 1/4TYP HSS 6x6x3/8 PL 1/2" x 8" x 1'-0" ALIGN AS SHOWN IN PLAN VIEWS (3) 3/4" DIA SST POST INSTALLED ANCHOR, SEE DETAIL 4/S40002,TYP 9" , T Y P SCALE: SILENCER SUPPORT FRAME P2 & P4 3/8" = 1'-0" PLAN M-10001 1 B -- OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r D: \ D r o p b o x \ A c t i v e P r o j e c t s \ J a c o b s \ E 0 0 5 4 4 E 1 8 B l a c k R i v e r P S \ d w g s \ H U E C o n t r a c t D w g s \ P h a s e 2 \ D l v ( M a r 0 4 2 0 2 6 ) \ 1 1 2 9 5 7 4 - O F 3 3 6 - S - 4 0 0 0 1 . d w g | L a y o u t : S 4 0 0 0 1 PL O T T E D : J u n 1 6 , 2 0 2 6 - 0 3 : 3 1 : 4 0 p m B y r o n XR E F S : R O B E R T S S T R U C T U R A L S T A M P . d w g ; 1 1 2 9 5 7 4 - D s i z e - T B . D W G IM A G E S : R o n R o b e r t s S i g n a t u r e T r a n s p a r e n t . p n g ; A -- SCALE: SILENCER SUPPORT FRAME P3 3/8" = 1'-0" PLAN M-10001 2 D -- C -- SCALE: SILENCER FRAME P2 & P4 3/8"=1'-0" SECTION -- A SCALE: SILENCER FRAME P2 & P4 3/8"=1'-0" SECTION -- B SCALE: SILENCER FRAME P3 3/8"=1'-0" SECTION -- C SCALE: SILENCER FRAME P3 3/8"=1'-0" SECTION -- D SCALE: SILENCER FRAME BRACE 3/8"=1'-0" DETAIL -- 1 SCALE: SILENCER FRAME BRACE 3/8"=1'-0" DETAIL -- 2 SCALE: SILENCER SADDLE AND U-BOLT 3/4"=1'-0" DETAIL -- 3 SCALE: SILENCER FRAME BASE PL 3/8"=1'-0" SECTION -- E 1 -- 2 -- 2 -- 2 -- 1 -- 2 -- 3 -- E -- E -- E -- E -- TYPICAL SILENCER SUPPORT DETAILS S-40001 32 R. ROBERTS E. BRODAHL S. DORAN AS NOTED 1 C. ROBERTS NOTE: 1.ALL DIMENSIONS, MEMBER SIZES, CONNECTIONS, ANCHORS AND OTHER DETAILS ARE PRESENTED FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL DESIGN THE SUPPORT FRAMES AS FOR THE ACTUAL SILENCER SIZES, DETAILS AND LAYOUT AS REQUIRED IN SPECIFICATION SECTION 01 73 00 AND SUBMIT THE DESIGN TO THE CITY OF RENTON AS A DEFERRED BUILDING PERMIT ITEM. Roberts Engineering NOTE: REFER TO RECORD PIPE SUPPORT SHOP DRAWINGS FOR FURTHER DETAILS. 1 RCP22 - INSTALL P3 ENGINE AND ECW SUPPLY RR 7/25 1 1 1 1 6/16/2026 ISSUED FOR PERMIT JUNE 2026 FILL ALL OVERCUT AT CORNERS WITH MORTAR PREPARE AND PRIME SUBSTRATE PER GROUT MANUFACTURER'S RECOMMENDATIONS POLYMER MODIFIED, CEMENTITIOUS MORTAR. FINISH TO MATCH SURROUNDING SLAB SLOPE, SURFACE AND TEXTURE. NOTE: THIS DETAIL IS INTENDED FOR USE AT LOCATIONS WHERE AN EXISTING EQUIPMENT PAD IS REMOVED AND THE FLOOR IS BEING RESTORED TO A FLAT SURFACE. VA R I E S SAWCUT 3/4" DEEP AROUND (4) SIDES CUT FLUSH CH I P A N D RE M O V E 3 / 4 " M I N REMOVE EXISTING EQUIPMENT PAD AS INDICATED ON THE MECHANICAL DRAWINGS #4 @ 6" O.C. ALL SIDES 4" M I N , U N L E S S OT H E R W I S E R E Q ' D F O R PR O P E R E Q U I P M E N T AL I G N M E N T O F EQ U I P M E N T DR I V E S H A F T . ROUGHENED SURFACE 6" MIN, TYP EDGE DISTANCE 8" NEW CONCRETE EQUIPMENT PAD. SIZE AS REQ'D FOR EQUIPMENT EXISTING CONCRETE SLAB 12" #4 @ 6" O.C. EW SST POST INSTALLED ANCHORS AS REQ'D BY EQUIPMENT MANUFACTURER. #4 @ 6" TYP POST INSTALLED ANCHOR NOTES: 1.LOCATE EXISTING REINFORCING PRIOR TO DRILLING. ADJUST THE LOCATION OF THE ANCHOR TO MISS ALL EXISTING REINFORCING. 2.NUT, WASHER AND METAL SLEEVE MATERIAL TO MATCH BOLT MATERIAL. 3.ALL ANCHOR BOLTS, POST INSTALLED CONCRETE ANCHORS, THREADED-ROD ANCHORS SHALL BE TYPE 316 SST PER SPECIFICATION SECTION 05 05 19 UNLESS OTHERWISE NOTED. 4.SEE SPECIFICATION SECTION 05 05 19 FOR THE ACCEPTABLE USE FOR ADHESIVE ANCHORS . 5.THESE TYPICAL POST INSTALLED CONCRETE ANCHOR DETAILS ARE FOR ANCHORING ALL MECHANICAL AND ELECTRICAL PIPING, CONDUITS AND/OR EQUIPMENT. SST THREADED ROD ANCHOR, SIZE AS SHOWN OR AS REQ'D BY EQUIP MANUFACTURER. PR O J E C T I O N A S RE Q ' D B Y E Q U I P MA N U F A C T U R E R AS R E Q ' D B Y E Q U I P MA N U F A C T U R E R O R SH O W N I N T H E D W G S EPOXY ADHESIVE SST MECHANICAL ANCHOR, SIZE AS SHOWN OR AS REQ'D BY EQUIP MANUFACTURER. PR O J E C T I O N A S RE Q ' D B Y E Q U I P MA N U F A C T U R E R ADHESIVE ANCHOR MECHANICAL ANCHOR AS R E Q ' D B Y E Q U I P MA N U F A C T U R E R O R SH O W N I N T H E D W G S 4' - 0 " 8'-4" #4 x @ 6" O.C. ALL SIDES 1' - 1 1 3 / 4 " NEW ENGINE EQUIPMENT PAD EXISTING CONCRETE SLAB 12"#4 @ 6" O.C. EW 5/8" DIA SST POST INSTALLED ANCHOR, TYP (16) VERIFY SIZE AND LOCATION WITH ISOLATOR MANUFACTURER 8" M I N REPAIR FLOOR AROUND NEW PAD SIMILAR TO DETAIL 3/- ROUGHENED SURFACE #4 @ 6" TYP 8" 2'-10 3/4"8 1/2"2'-10 3/4"8 1/2" 10 1 / 1 6 " 7 1 / 2 " 10 1 / 1 6 " 7 1 / 2 " 2' - 0 " 4'-2" 5' - 2 " 8'-10 3/4" #4 x @ 6" O.C. ALL SIDES 1' - 8 1 16 " NEW ENGINE P3 EQUIPMENT PAD EXISTING CONCRETE SLAB 12"#4 @ 6" O.C. EW 3/4" DIA SST POST INSTALLED ANCHOR, TYP (24) VERIFY SIZE AND LOCATION WITH ISOLATOR MANUFACTURER 8" M I N REPAIR FLOOR AROUND NEW PAD SIMILAR TO DETAIL 3/- ROUGHENED SURFACE #4 @ 6" TYP 8" 2'-9 1/4"3'-10 1/2" 1' - 5 1 / 2 " 1' - 1 1 / 2 " 1' - 5 1 / 2 " 1' - 1 1 / 2 " 1'-6" NEW PUMP P16 EQUIPMENT PAD 1' - 6 " 10 1 / 4 " #4 @ 6" TYP ROUGHENED SURFACE 8" M I N EXISTING CONCRETE SLAB #4 x @ 6" O.C. ALL SIDES SST POST INSTALLED ANCHOR, TYP VERIFY QUANTITY, SIZE AND LOCATION WITH P16 MANUFACTURER 8" 1'-1 1/2" 1'-1 1/2" CONCRETE EQUIPMENT PAD NOTES: 1.CONCRETE PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS REQUIRED BY THE MANUFACTURER AND APPROVED BY THE PROJECT REPRESENTATIVE. 2.THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR RODS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS APPROVED BY THE PROJECT REPRESENTATIVE. 3.EQUIPMENT BASES SHALL BE INSTALLED LEVEL. WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE GROUT IS PLACED. WEDGES AND SHIMS SHALL BE REMOVED AFTER GROUT HAS SET. PACK RESULTING VOIDS WITH CEMENTITIOUS NONSHRINK, NONMETALLIC AGGREGATE GROUT HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 6,500 PSI. 4.SEE MECHANICAL AND ELECTRICAL DWGS FOR THE LOCATION AND SIZE FOR ALL EQUIPMENT PADS. CONFIRM PAD REQUIREMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO CONSTRUCTING PADS. SCALE: TYPICAL EQUIP PAD REMOVAL 1"=1'-0" DETAIL VAR 1 SCALE: MOTOR PAD FOR PUMP 1 NTS DETAIL VAR 2 SCALE: TYPICAL EQUIP PAD REMOVAL REPAIRS NTS DETAIL VAR 3 SCALE: TYPICAL CONCRETE ANCHORS NTS DETAIL VAR 4 SCALE: ENGINE PAD FOR PUMPS P2 & P4 NTS DETAIL VAR 5 TYPICAL CONCRETE PAD & ANCHOR DETAILS S-40002 33 R. ROBERTS E. BRODAHL S. DORAN AS NOTED 1 C. ROBERTS OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r D: \ D r o p b o x \ A c t i v e P r o j e c t s \ J a c o b s \ E 0 0 5 4 4 E 1 8 B l a c k R i v e r P S \ d w g s \ H U E C o n t r a c t D w g s \ P h a s e 2 \ D l v ( M a r 0 4 2 0 2 6 ) \ 1 1 2 9 5 7 4 - O F 3 3 6 - S - 4 0 0 0 2 . d w g | L a y o u t : L A Y O U T PL O T T E D : J u n 1 6 , 2 0 2 6 - 0 3 : 3 3 : 1 1 p m B y r o n XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G IM A G E S : R o n R o b e r t s S i g n a t u r e T r a n s p a r e n t . p n g ; Roberts Engineering1RCP22 - INSTALL P3 ENGINE AND ECW SUPPLY RMR 6/26 SCALE: ENGINE PAD FOR PUMP P3 NTS DETAIL VAR 6 1 SCALE: PAD FOR P16 STRAINER NTS DETAIL VAR 7 6/16/2026 ISSUED FOR PERMIT JUNE 2026 12WF36, EXIST. TOS 58.13 14WF68, EXIST. (BEYOND) 12WF36, EXIST. TOS 44.15 EXISTING GABLE FLASHING. EXISTING METAL SIDING REUSE EXISTING WALL PENETRATION. PROVIDE CIRCULAR FLASHING AROUND EXHAUST PIPE NEW SST EXHAUST PIPE, SEE MECH CUSTOM FABRICATED 1 2" SST PIPE CLAMP. SEE DETAIL 2/- 5/8" DIA ASTM F1554 GRADE 36 BOLT OR THREADED ROD, TYP NEW SST EXHAUST PIPE. CENTERLINE ELEV SEE MECH L6x6x3/8 ROLLED TO FIT INSULATED EXHAUST, TYP TOP OF SST EXHAUST PIPE CAP ELEV 61.0 1" STL ROD 12WF36, EXIST. TOS 44.15 5/8" DIA ASTM F1554 GRADE 36 BOLT OR THREADED ROD, TYP INSULATION, PER MECH. NEW SST EXHAUST PIPE. CENTERLINE ELEV SEE MECH PL 3 8" x 6" WIDE X CUT TO SEMICIRCULAR SHAPE TO FIT INSULATED EXHAUST, TYP REMOVE EXISTING PIPE SUPPORT, TYP 3/8 TYP 2" L6x6x3/8 , TYP FULL PEN BUTT WELD L6x6x3/8 ROLLED TO CURVED 3 8" PL, TYP PL 3 8" x 6" WIDE X ROLLED TO FIT INSULATED EXHAUST AS SHOWN, TYP 12WF36, EXIST.EXISTING GABLE FLASHING. EXISTING METAL SIDING REUSE EXIST 1" DIA STL ROD, TYP. TYPICAL EXHAUST SUPPORT DETAILS S-40003 34 R. ROBERTS E. BRODAHL S. DORAN AS NOTED 1 C. ROBERTS CUSTOM FABRICATED 1 2" SST PIPE CLAMP. SEE DETAIL 2/- SCALE:1/2"=1'-0" DETAIL M-30002 1 SCALE: TYPICAL LOWER SUPPORT 1/2"=1'-0" SECTION -- B SCALE: TYPICAL SECTION AT UPPER SUPPORT 1/2"=1'-0" SECTION -- A DESIGNED/DRAWN:CHECKED: DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION A -- B -- OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r D: \ D r o p b o x \ A c t i v e P r o j e c t s \ J a c o b s \ E 0 0 5 4 4 E 1 8 B l a c k R i v e r P S \ d w g s \ H U E C o n t r a c t D w g s \ P h a s e 2 \ D l v ( M a r 0 4 2 0 2 6 ) \ 1 1 2 9 5 7 4 - O F 3 3 6 - S - 4 0 0 0 3 . d w g | L a y o u t : S 4 0 0 0 3 PL O T T E D : J u n 1 6 , 2 0 2 6 - 0 3 : 3 4 : 4 1 p m B y r o n XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G IM A G E S : P i p e S u p p o r t . j p g ; R o n R o b e r t s S i g n a t u r e T r a n s p a r e n t . p n g ; Roberts Engineering NOTE: REFER TO RECORD PIPE SUPPORT SHOP DRAWING FOR FURTHER DETAILS. SCALE:NTS DETAIL -- 2 ID EXISTING 1" DIA SUPPORT RODS NEW SST EXHAUST PIPING1" DIA SST HEX NUT, (TYP) 1 2" THICK SST RISER CLAMP. CUSTOM MADE TO FIT EXISTING SUPPORT RODS. B A 1 1 8" DIA HOLE 4" WIDE SST PL, (TYP) PIPE SUPPORT BRACKET DETAIL 2 PIPE DIA A B ID 0'-8"1'-9"1'-5"0'-8 5/8" 0'-10"1'-11"1'-7"0'-10 3/4" 1'-0"1'-11"1'-7"1'-0 3/4" FIELD VERIFY DIMENSION "B". ADJUST DIMENSION "A" ACCORDINGLY. THIS DRAWING INCLUDES UPDATES TO REFLECT CONSTRUCTION RECORDS FOR THE EXHAUST PIPING SUPPORT, AND AS APPLICABLE TO THE INSTALLATION OF THE P3 ENGINE 12" EXHAUST FOR RCP 22 1 RCP22 - INSTALL P3 ENGINE AND ECW SUPPLY RMR 7/25 1 6/16/2026 ISSUED FOR PERMIT JUNE 2026 P2 ENGINE ENLARGED FLOOR PLAN 1/4"=1'-0" 8x5 REDUCING FLANGE TO EQUIPMENT P4 ENGINE 8x5 REDUCING FLANGE TO EQUIPMENT P2 ENGINE EXHAUST SILENCER P1 P2P3P4 (SIMILAR TO SECTION FOR P4)A GBX336004 GBX336002 GBX336001 NEW 1/2" DIESEL FUEL RETURN PIPING OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ f r o d e c \ d 0 4 6 9 8 6 8 \ 1 1 2 9 5 7 4 - O F 3 3 6 - M - 1 0 0 0 1 . d w g | L a y o u t : M - 1 0 0 0 1 PL O T T E D : M a r 1 3 , 2 0 2 6 - 0 9 : 4 1 : 2 2 a m B y F R O D E C XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; 1 0 - D - x P P n 0 1 _ D 3 1 6 4 9 0 0 . d w g ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g ; 1 0 - D - x P P n 0 1 _ h d l _ D 3 1 6 4 9 0 0 . d w g ; 2 2 - 1 2 0 J a c o b s - F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g ; 2 2 - 1 2 0 J a c o b s - R C P 2 2 _ F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g IM A G E S : 9 0 6 9 1 A 1 0 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 8 0 8 1 c 8 9 5 . p n g ; 9 0 6 9 1 A 1 0 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g f a 6 f 2 1 a f . p n g ; 9 0 6 9 1 A 1 1 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 1 5 e e e 7 7 f . p n g ; 9 0 6 9 1 A 1 1 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g b c e 0 4 5 e c . p n g ; 9 0 6 9 1 A 1 1 7 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 5 0 5 4 c 0 0 1 . p n g ; 9 0 6 9 1 A 1 1 7 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 7 e 6 d 7 c c 5 . p n g ; P a g e s f r o m C D ( 1 ) 2 6 7 7 9 4 b 1 . p n g ; ENLARGED FLOOR PLAN M-10001 D. SUNSERI E. BRODAHL S. DORAN AS NOTED 5 T. DAVIS P4 ENGINE EXHAUST SILENCER SIL336004 SIL336002 SIL336003 MTR336001 P1 200 HP ELECTRIC MOTOR P5 NOTES: 1.ALL EQUIPMENT NOT SPECIFICALLY IDENTIFIED FOR REFURBISHMENT OR REPLACEMENT SHALL BE PROTECTED AND REMAIN OPERATIONAL WITHOUT DISTURBANCE DURING CONSTRUCTION. 2.DIAMOND PLATE SHOWN IS MADE UP OF SMALLER INDIVIDUAL PANELS FOR REMOVAL (NOT SHOWN), CONTRACTOR SHALL VERIFY LIMITS AS NEEDED. R 3 2 1 QNLJPMK (RE-USE) REMOVE, REFURBISH AND REINSTALL P2 PUMP AND GEAR DRIVE REMOVE, REFURBISH AND REINSTALL P1 PUMP AND GEAR DRIVE(RE-USE) BB CHG336004 CHG336002 PUMP 4 DIESEL DAY TANK PUMP 3 DIESEL DAY TANK PUMP 2 DIESEL DAY TANK HEX336001 EXHAUST PIPE SUPPORTS. SEE DWG S-40003 (TYP.) CONSTRUCT NEW EQUIPMENT PAD. SEE DETAIL 2 S-40002 EXHAUST PIPE SUPPORTS AND WALL PENETRATION. SEE DWG S-40003 (TYP.) INTERMEDIATE STOP LOG COVER PLATES (TYP) KEY NOTES: EXTENDED RANGE METAL EXPANSION JOINT, REFER TO SPECIFICATION 40 05 44. STANDARD METAL EXPANSION JOINT IN VERTICAL, REFER TO SPECIFICATION 40 05 44. PUMP COATING PER SPECIFICATION 09 06 90 - COATING SYSTEM A-1. GEAR DRIVE COATING PER SPECIFICATION 09 06 90 - COATING SYSTEM B-1. SUPPORT FRAME COATING PER SPECIFICATION 09 06 90 - COATING SYSTEM C-1. REINSTALL LUBE OIL SYSTEM PER KEY NOTE 7 ON D-10001. CONNECT DIESEL FUEL SUPPLY AND RETURN PIPING TO CONNECTIONS ON ENGINE SKID. X 1 2 3 4 P3 ENGINE EXHAUST SILENCERCONSTRUCT NEW EQUIPMENT PAD, SEE DETAIL (TYP. 2 LOCATIONS) 2 2 5 3 4 4 5 5 5 5 5 3 4 P10 P9 8" EESILENCER SUPPORT FRAME. SEE (TYP.)2 S-40001 2 S-40002E336005 TSH336001A SV336001 6 3 6 (RE-USE) 6 6 NEW 1/2" DIESEL FUEL SUPPLY PIPING NEW 1/2" DIESEL FUEL RETURN PIPING SILENCER SUPPORT FRAME. SEE (TYP.)1 S-40001 NEW 1/2" DIESEL FUEL SUPPLY PIPING 5 T336103 T336102 T336104 GBX336005 (REFURBISH) (REFURBISH) 1 1 2 7 7 P336004A P336002A P336001A (REFURBISH) 7LCP336004 8 LCP336002 8 8 TE336001A 8 P9A P336009A P336009 PUMP BASE PLATE, SEE DETAIL, 1 M-10002 UPSTREAM FISH MIGRATION BACKUP PUMP C M-30003 9 9 (TYP) (TYP) CONNECT NEW TE AND TSH TO NEW TIC. SEE E-10002. AIR HOSE CONNECTION FOR INFLATABLE SEAL FOR NEW FRP STOP LOGS (TYP OF 14 FOR EXTERIOR SLOTS AND 6 FOR INTERIOR SLOTS). SEE DWG M-40001 FOR STOP LOG DETAILS. CONNECT TO EXISTING 1/2" IA IN THIS AREA AND INSTALL NEW 1/2" IA TO NEW STOP LOG INFLATABLE SEAL AIR SUPPLY PANEL. SEE DWG M-40003. COAT THE SUPPORTS FOR THE IA LINE AND POWER CONDUIT PER SPECIFICATION 09 06 90, COATING SYSTEM C-1. APPROXIMATE LOCATION (NOT SURVEYED) OF EXISTING FISH SCREEN CONTROL PANEL LCP336102, SEE DWG E-10002. REPLACE EXISTING WYE STRAINER WITH NEW BASKET STRAINER ME336010 . E336004 4 M-90001 10 10 1/2" IA AND POWER CONDUIT TO STOP LOG INFLATABLE SEAL AIR SUPPLY PANEL, SEE DWG G-10002 3 M-90001 2 M-90001 1 M-90001 1/4" STEEL PLATE. DIMENSION AS REQUIRED TO SUIT EQUIPMENT. DRILL PLATE FOR NUMBER OF HOLES REQUIRED. HOT DIP GALVANIZE COMPLETE ASSEMBLY AFTER FABRICATION 3/8" RADIUS (TYP.) CONCRETE FLOOR 1" NS GROUT, MIN. 1/2"x10"x10" MIN. BASE PLATE WITH 4-1/2"Ø SST ADHESIVE CONCRETE ANCHORS, EMBED 5" MIN. 4' - 6 " M A X . 1 1/2"7" (TYP.)(TYP.) 1 --SCALE: MOUNTING STAND NONE A -- CONTROL STATION A --SCALE: DETAIL NONE 316C6x10.5 316 NOTES: 1.ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE WASHERS AND SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS. 2.FOR MOUNTED EQUIPMENT EXCEEDING 200 LBS, SIZE POST AND CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION. 1 --1 --5 5 12 111/2" IA MTS336009 11 12 1 M-10001 1 KB EB 08/16/21 1 M-30006 13 139 2 JM EB 01/25/22 P1 BAY BUBBLER PANEL, SEE PNL336140 1/4" IA M-40006 1 E M-40004 2 M-40004 INSTALL JUNCTION BLOCK AND ZERK FITTINGS AT GRATING LEVEL PER DWG M-40007 FOR P2 AND P4 FLAP GATES. 14 OCTOBER 2020 F M-30009 3 CF EB 05/03/22RCP 11 - INSPECT FLAP GATES P2-P8 AND INSTALL REMOTE LUBRICATION RCP 08 - PUMP P1 BAY BUBBLER ADDITION RCP 04 - SCREEN CLEANING SYSTEM IMPROVEMENTS NEW DRIVE SHAFT COVER/HOUSING, TYP 3 LOCATIONS 8 14 14 E336002 M-30002A D 4 RR EB 12/19/22UPDATED TO REFLECT AS-BUILT CONDITIONS AFTERCOOLER HEAT EXCHANGER JACKET WATER HEAT EXCHANGER 5 CF EB 03/02/26RCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY 5 INSTALL ECW PUMP, P16 1 M-30013 5 LCP336003 CHG336003 HEX336003A F 5 5 1 REMOVE,REFURBISH AND REINSTALL P4 PUMP AND GEAR DRIVE M-10007 M-30002B M-30001M-30002,M-40001 M-30002,M-40001 1/2" FOS P3 ENGINE E336003 7 HEX336003B 1/2" FOR LCP336216 TE336004A SV336004 TSH336004A HEX336004 P16 G M-30002B 5 5 HEX336002 TSH336002A SV336002 TE336002A STRAINER BACKWASH ASSIST PUMP 8" EE CV336003 12" EE LCP336416 BTV336016C P336016 P336216 SV336003 ISSUED FOR PERMIT JUNE 2026 6/18/2026 M ENLARGED FLOOR PLAN 1/2"=1'-0" OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ f r o d e c \ d 0 4 6 9 8 6 8 \ 1 1 2 9 5 7 4 - O F 3 3 6 - M - 1 0 0 0 7 . d w g | L a y o u t : M - 1 0 0 0 7 PL O T T E D : J u n 1 8 , 2 0 2 6 - 0 1 : 0 0 : 5 1 p m B y F R O D E C XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g ; 1 0 - D - x P P n 0 1 _ h d l _ D 3 1 6 4 9 0 0 . d w g ; 2 2 - 1 2 0 J a c o b s - R C P 2 2 _ F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g ; 2 2 - 1 2 0 J a c o b s - F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - W o r k i n g P H F L O O R P L A N - S O U T H . d w g IM A G E S : P3 ENGINE ENLARGED FLOOR PLAN M-10007 C. FRODE E. BRODAHL S. NELLIGAN AS NOTED 0 N. EBBS KEY NOTES: 4" EJWC, HOT SIDE SUPPLY/RETURN. SUPPORT FROM FLOOR WITH PIPE STANDS PER DWG. M-40009. CONNECT TO EXISTING 3" ECW, 45 DEG ELBOW, GE X GE, AT EDGE OF TRENCH. 3" ECW FOR JACKET WATER, COLD SIDE SUPPLY. SUPPORT ON FLOOR. 2" EACC, HOT SIDE SUPPLY/RETURN. SUPPORT ON FLOOR. 3" ECW FOR JACKET WATER, COLD SIDE RETURN. SUPPORT ON FLOOR. 4" SST HIGH-TEMPERATURE BALL VALVE, FL x FL (VERTICAL). CONNECT 3" ECW DRAIN, GE x GE, TO EXISTING 3", 45 DEG ELBOW, GE x GE, AT EDGE OF TRENCH. EXTENDED RANGE METAL EXPANSION JOINT, REFER TO SECTION 40 05 44. SECURE HEAT EXCHANGER TO CONCRETE BASE USING CONCRETE ANCHOR BOLTS PER MANUFACTURER'S RECOMMENDATIONS. CAP 2" SA AT MAIN IN TRENCH. CAP 3" x 1-1/2" SERVICE SADDLE INSTALLED ON 3" ECW DRAIN. CAP VERTICAL 2" ECW AT 2-1/2" x 2" TEE NEAR FLOOR. 3" ECW FOR AFTERCOOLER, COLD SIDE SUPPLY INSTALL CUSTOM REMOVABLE BLANKET TYPE PIPING INSULATION ON EACC AND EJWC SUPPLY AND RETURN LINES (HOT) BETWEEN P3 ENGINE AND HEAT EXCHANGERS, INCLUDING INSULATING VALVES AND FITTINGS, PER SECTION 40 42 00. NOTE THAT THE PIPING INSULATION IS NOT SHOWN ON THIS DRAWING, SO THAT THE PIPING IS MORE VISIBLE. INSTALL NEW 1/2" DIESEL FUEL SUPPLY AND RETURN PIPING FROM UTILITY TRENCH TO NEW ENGINE SKID. VERIFY AND ADJUST CONNECTION LOCATIONS, AS NEEDED. PROTECT AND RE-USE EXISTING SILENCER SUPPORT PREVIOUSLY INSTALLED UNDER THIS CONTRACT. COORDINATE SILENCER INSTALLATION WITH STRUCTURAL MODIFICATIONS, REFER TO DWG S-40001. CONNECT HEAT EXCHANGER PIPING TO ENGINE WITH FLANGED FLEX CONNECTOR. (4 LOCATIONS), PER SECTION 40 05 44. 4" RESTRAINED EXPANSION JOINT, FLxFL. 4" SPOOL PIECE, FLxFL. 6" LONG. 4" SST HIGH-TEMPERATURE BALL VALVE, FLxFL. 4" x 2" REDUCER, FLxFL. 2" RESTRAINED EXPANSION JOINT, FL x FL. 2" SST HIGH-TEMPERATURE BALL VALVE, FLxFL. 4" x 3" REDUCER, FLxFL. INSTALL 1/2" MANUAL AIR VENT VALVE AND PRESSURE GAUGE WITH 1/2" BALL VALVE IN SPOOL PIECE. INSTALL AFTERCOOLER EXPANSION TANK ON TOP OF EXHAUST SILENCER SUPPORT FRAME. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 1" STUNT LINE FROM 2" NPT PORT AT BOTTOM OF EXPANSION TANK. CONNECT TO 2" EACC RETURN WITH A WELDED PORT. SUPPORT PIPE FROM EXHAUST SILENCER FRAME. 1-3/4" OVERFLOW LINE. CONNECT FLEXIBLE TUBE TO EXPANSION TANK FILL NECK, ROUTE AND SUPPORT DOWN EXHAUST SILENCER FRAME AND TERMINATE 12" ABOVE FLOOR. 1/2" VENT LINE FROM 1/2" NPT PORT AT END OF EXPANSION TANK. CONNECT TO 1/2" EACC VENT CONNECTION ON TOP OF ENGINE. TRANSITION TO FLEXIBLE PIPE AT ENGINE CONNECTION. SUPPORT PIPE FROM EXHAUST SILENCER FRAME. INSTALL TUBULAR GLASS LIQUID LEVEL GAUGE ACROSS TWO 1/2" NPT PORTS AT THE END OF EXPANSION TANK. X 1 2 3 MARCH 2026 PUMP P3 ENGINE EXHAUST SILENCER 10 3 GBX336003 PUMP P3 GEAR DRIVE E336003 PUMP P3 ENGINE JACKET WATER HEAT EXCHANGER 5 1 4 5 6 7 8 9 10 11 12 NEW CONCRETE PEDESTAL, PER STRUCTURAL DWG. S-40002. 9 AFTERCOOLER HEAT EXCHANGER9 11 2 8 12 1 P336010 HEX336003B HEX336003A LCP336003 CHG336003 4 P336009A T336103 13 13 0 RCP22 - INSTALL P3 ENGINE AND ECW SUPPLY CF EB 03/02/26 MTS336009 23 14 CV336003 15 M-10001 15 27 16 17 17 17 G 21 22 6 18 19 12" EE 18 19 20 21 22 23 23 TYP 24 24 TYP D M-50001 C M-50001 B M-50001 A M-50001 1/2" FOR1/2" FOS 7 25 16 AFTERCOOLER EXPANSION TANK 26 17 25 26 27 M-30002B 28 28 14 14 29 30 30 29 SIL336003 M SV336003 F M-30002B ISSUED FOR PERMIT JUNE 2026 6/18/2026 PH FLOOR PLAN - SOUTH 28.55 Walkway Plan - North 23.55 ACCESS WALKWAY 9.55 1231.8 PH FLOOR PLAN - SOUTH 2 31.8 NORMAL (P1 ON) HIGH WATER NORMAL (P1, P2, P4 OFF) LOW WATER P3 (OR FIRST LARGE PUMP) ON EL: 9.50 LARGE PUMPS OFF EL: 9.00 P4 (OR P2) ON EL: 8.50 P2 (OR P4) ON EL: 8.00 SURFACE EL: 7.50 SURFACE EL: 6.00 28.55 EL: -6.45 OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r PUMP 3 SYSTEM SECTIONS M-30002B C. FRODE E. BRODAHL S. NELLIGAN AS NOTED 0 N. EBBS KEY NOTES: METAL EXPANSION JOINT FURNISHED WITH P3 ENGINE. EXTENDED RANGE METAL EXPANSION JOINT, REFER TO SPECIFICATION SECTION 40 05 44. REPLACE EXISTING PIPE CLAMP WITH 12" SST PIPE CLAMP AT EXISTING EXHAUST PIPE SUPPORT NEAR ROOFLINE. SEE 2/S-40003 INSTALL PIPE CLAMP AROUND SILENCER BEFORE INSULATING SILENCER. ATTACH PIPE CLAMP TO EXHAUST SUPPORT FRAME. SEE 2/S-40003 INSTALL CUSTOM REMOVABLE BLANKET TYPE PIPING INSULATION ON EACC AND EJWC SUPPLY AND RETURN LINES (HOT) BETWEEN P3 ENGINE AND HEAT EXCHANGERS, INCLUDING INSULATING VALVES AND FITTINGS, PER SECTION 40 42 00. INSTALL 1" GROUT PAD UNDER DRIVE SHAFT STAND. 4" EJWC, HOT SIDE SUPPLY/RETURN, SUPPORT FROM FLOOR WITH PIPE STANDS PER DWG. M-40009. 3" ECW FOR JACKET WATER, COLD SIDE RETURN. EQUIPMENT PROVIDED BY ENGINE MANUFACTURER IN RCP 21 (PER SECTION 44 43 00), TO BE INSTALLED BY CONTRACTOR. 1-3/4" OVERFLOW LINE. CONNECT FLEXIBLE TUBE TO EXPANSION TANK FILL NECK, ROUTE AND SUPPORT DOWN EXHAUST SILENCER FRAME AND TERMINATE 12" ABOVE FLOOR. 1/2" VENT LINE FROM 1/2" NPT PORT AT END OF EXPANSION TANK. CONNECT TO 1/2" EACC VENT CONNECTION ON TOP OF ENGINE. TRANSITION TO FLEXIBLE PIPE AT ENGINE CONNECTION. SUPPORT PIPE FROM EXHAUST SILENCER FRAME. 1" STUNT LINE FROM 2" NPT PORT AT BOTTOM OF EXPANSION TANK. CONNECT TO 2" EACC RETURN WITH A WELDED PORT. SUPPORT PIPE FROM EXHAUST SILENCER FRAME. MOUNT AC EXPANSION TANK TO WELDED STEEL PLATE, PER PLAN 2 ON DWG. S-40001". X 1 2 3 MARCH 2026 0 CF EB 03/02/26RCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY SIL336003 PUMP P3 ENGINE EXHAUST SILENCER 2 1 P3 DRIVE SHAFT AND EQUIPMENT GUARD (NOT SHOWN)GBX336002 PUMP P3 GEAR DRIVE E336003 PUMP P3 ENGINE EXHAUST PIPE SUPPORT AND WALL PENETRATION TO BE REUSED AND ENLARGED AS NEEDED. REFER TO S-40003. FOR ADDITIONAL DETAILS 12" EE 3 SECTION 1/4"=1'-0" F M-10001 NEW PEDESTAL, REFER TO S-40002 CL EL. 40.55' 2" EACC, HOT SIDE SUPPLY/RETURN FG336003 P3 ENGINE BATTERY RACK WITH 4 BATTERIES 4 4 5 5 6 6 1 12" EE 4 2 7 8 HEX336003B JACKET WATER HEAT EXCHANGER HEX336003B AFTERCOOLER HEAT EXCHANGER 7 8 SECTION 1/4"=1'-0" G M-10001, M-10007 GBX336002 PUMP P3 GEAR DRIVE 9 9 9 9 9 9 AFTERCOOLER EXPANSION TANK 9 9 9 10 11 12 12 10 11 13 13 SV336003 ISSUED FOR PERMIT JUNE 2026 6/18/2026 OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ f r o d e c \ d 0 4 6 9 8 6 8 \ 1 1 2 9 5 7 4 - O F 3 3 6 - M - 3 0 0 1 3 . d w g | L a y o u t : M - 3 0 0 1 3 PL O T T E D : M a r 1 3 , 2 0 2 6 - 1 0 : 0 2 : 1 6 a m B y F R O D E C XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . d w g ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g ; 1 0 - D - x S C n 0 6 _ D 3 1 6 4 9 0 0 . d w g ; 1 0 - D - x S C n 1 0 _ D 3 1 6 4 9 0 0 . d w g ; 1 0 - D - x S C n 1 1 _ D 3 1 6 4 9 0 0 . d w g ; 1 0 - D - x P P n 0 1 _ D 3 1 6 4 9 0 0 . d w g ; S E C T I O N A T P U M P P 1 6 . d w g ; 2 2 - 1 2 0 J a c o b s - F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g ; 2 2 - 1 2 0 J a c o b s - R C P 2 2 _ F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g IM A G E S : P a g e s f r o m P 1 6 1 2 . 2 4 . 2 0 2 5 - J T S 9 L C - 3 s t a g e C a n n e d O p t i o n - 2 1 5 g p m @ 5 0 ' ( 0 0 2 ) 6 f 2 4 f 4 d 8 . p n g ; P a g e s f r o m P 1 6 1 2 . 2 4 . 2 0 2 5 - J T S 9 L C - 3 s t a g e C a n n e d O p t i o n - 2 1 5 g p m @ 5 0 ' ( 0 0 2 ) d f 2 f 8 d 0 6 . p n g ; 9 0 6 9 1 A 1 0 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 8 0 8 1 c 8 9 5 . p n g ; 9 0 6 9 1 A 1 0 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g f a 6 f 2 1 a f . p n g ; 9 0 6 9 1 A 1 1 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 1 5 e e e 7 7 f . p n g ; 9 0 6 9 1 A 1 1 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g b c e 0 4 5 e c . p n g ; 9 0 6 9 1 A 1 1 7 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 5 0 5 4 c 0 0 1 . p n g ; 9 0 6 9 1 A 1 1 7 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 7 e 6 d 7 c c 5 . p n g ; P a g e s f r o m C D ( 1 ) 2 6 7 7 9 4 b 1 . p n g ; PUMP 16 PLAN, SECTIONS AND DETAILS M-30013 C. FRODE E. BRODAHL S. NELLIGAN AS NOTED 0 N. EBBS A -- SCALE:1/2"=1'-0"M-10001 1 MARCH 2026 CF EB 02/23/260 KEY NOTES: 3" SPOOL PIECE. GE x GE, LENGTH AS REQUIRED. 3" 90 DEGREE ELBOW, GE x GE. 6" x 4" ECCENTRIC REDUCER (FL x FL) 4" X 4" X 3" TEE, GE X GE X GE. DRUM SCREEN CONTROL PANEL. 4" SPOOL PIECE, GE X GE. LENGTH AS REQUIRED. 4" GE FLANGE ADAPTER. 4" BUTTERFLY VALVE, FL x FL 3" AUTOMATIC, SELF-CLEANING STRAINER, FL X FL. 3" BUTTERFLY VALVE, FL x FL 3" GE FLANGE ADAPTER. 4" 45 DEGREE ELBOW, GE X GE. CUT NEW 4" X 4" X 4" GE x GE TEE INTO EXISTING ECW MANIFOLD IN TRENCH, WITH 4" BUTTERFLY VALVE, FL x FL AND TWO GE x FL ADAPTERS. CUT OUT FRP GRATING TO ACCOMMODATE CONNECTION TO P16 DISCHARGE. REINFORCE THE GRATING OPENING. 4" MAGNETIC FLOW METER, FL X FL, WITH TRANSMITTER MOUNTED TO BODY. PROVIDE (MIN.) 20" UPSTREAM AND 8" DOWNSTREAM STRAIGHT PIPE. 3" SPOOL, FL x FL, 13.13" LONG, TO MATCH LENGTH OF P10 STRAINER (TO BE INSTALLED BY OTHERS UNDER SEPARATE CONTRACT). 4" x 3" ECCENTRIC REDUCER, FL x FL. 4" 90 DEGREE ELBOW, GE x GE. 1-1/2" DRAIN LINE FROM AUTOMATIC STRAINER BACKWASH ASSIST PUMP. AUTOMATIC STRAINER CONTROL PANEL. STANCHION PIPE SUPPORT, SEE DETAIL 2/M-40009. 4"x4"x3" (GE x GE x GE) TEE, 3"x2" REDUCER BUSHING (TE x TE) INSTALL 2" THREADED AIR/VAC VALVE ON TEE. AUTOMATIC STRAINER BACKWASH ASSIST PUMP 1" X 2" CONCENTRIC REDUCER TH x TH 1" 90 DEGREE ELBOW, TH x TH 1" SPOOL PIECE, TH x TH 1.5" 90 DEGREE ELBOW, TH x TH. ACTUATED BACKWASH VALVE - PROVIDED BY STRAINER SUPPLIER. 3/4" MANUAL DRAIN LINE, TH x TH. 3/4" 90 DEGREE ELBOW, TH x TH. 3/4" NPT BALL VALVE. NEW STRAINER CONCRETE PEDESTAL, SEE DETAIL 7 ON DWG. S-40002. 1 SCALE:1/2"=1'-0" SECTION - A RCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY 2 3 4 5 6 7 8 9 10 11 12 13 14 9 MTR336016 ME336216 P16 8 4" ECW 13 P336016 9 ME336216 BTV336016B 14 4 8 10 10 6 7 13 1 T336104 FIT336016 FE336016 6 8 7 6 16 15 11 1 2 1 7 3 BTV336016C BTV336216B 4 BTV336216A BTV336016A CHG336004 LCP336004 FE336016 6 17 8 18 16 INTAKE SUCTION BELL EL -1.45 15 16 17 18 P336016 PUMP P16 DISCHARGE PIPING 16 7 16 19LCP336216 19 20 EL: 17.0 INSTALL P16 PUMP COLUMN IN LOCATION OF EXISTING P12 PUMP COLUMN. VERIFY ADEQUATE CLEARANCE FOR NEW PUMP THROUGH BUMP-OUT IN CATWALK. 6 7 20 8' - 7 " 10 ' - 0 " 0' - 4 3 / 4 " 6" 8" STEEL PIPE, WELD x FL 18" DIAM x 30" DRUM SCREEN WITH BRUSH 12-MESH, MOTOR DRIVEN 12 11 CHV336016 PROVIDE PIPE RELIEF IN CONCRETE PEDESTAL (3" WIDE)14" STEEL, VERTICAL TURBINE PUMP CAN 14" FLANGE, CLASS D (TYP) TURBINE CAN, 3 SEGMENTS TO BE SUPPLIED BY PUMP MANUFACTURER. INCREASE BORE DIAMETER TO 1'-2 1/2" INSTALL P16 TURBINE CAN THROUGH FLOOR BEFORE INSTALLATION OF PUMP P16 INSTALL FIRST FLANGE IN-PLACE AFTER INSTALLATION OF THE TOP P16 TURBINE CAN SECTION 1/2" STEEL PLATE FLAT BOTTOM 2" ECW ROUTING TO PUMP AS SHOWN. ROUTE BENEATH P16 DISCHARGE PIPE 7 7 21 MTR336216 CV336216 P336216 22 18 MTR336216A 1.75" BORE HOLE THROUGH FLOOR FIT336016 CHV336016 BTV336216A BTV336016A MTR336216 3 C -- ME336216MTR336216 SCALE:1/2" = 1'-0" SECTION - B CL EL. 1.35 (MAX) 2' - 3 " ELEVATE PUMP STAND 1" ABOVE FLOOR, ENSURE LEVEL AND FILL SPACE WITH GROUT SHOP FABRICATED PIPE SUPPORT PER DETAIL XXXX-XX 10 ' - 8 " ANCHOR PIPE TO WALL AND CEILING USING 1-1/2" SST PIPE STRAP @ 3' O.C. FASTEN WITH DRIVE-IN CONCRETE ANCHORS 21 22 23 246 20 2 6 1 23 0'-6" 6 1'-6" 25 1'-6" 26 MTR336016 26 TYP.1' - 0 " TYP. 9.44" 0' - 9 3 / 4 " LCP336416 5 9" M I N 8" x 12" REDUCER FL x FL 8" 22.5° ELBOW, FL x FL 8" SPOOL, 8" LONG, FL x FL DRUM SCREEN SCALE:1/2" = 1'-0" SECTION - C MTR336416 SCN336416 27 KEY NOTES: 1. SHOP DRAWINGS FOR TURBINE CAN SUPPORTS AND DRUM SCREEN DISCHARGE SUPPORT SHALL BE PROVIDED BY CONTRACTOR AS A DEFERRED SUBMITTAL. 27 MTR336416 SCN336416 9' - 0 " DRUM SCREEN JUNCTION BOX 1' - 3 " 7 6 7 7 6 7 21 28 29 30 24 25 1' - 3 3 / 4 " 30 29 28 CAV336016 30 CAV336016 0'-6" B -- ANTI-VORTEX STRINGER, INSTALLED BY MANUFACTURER 31 31 ISSUED FOR PERMIT JUNE 2026 6/18/2026 PUMP 3 ENGINE COOLING SYSTEM DETAILS M-40009 51 C. FRODE J. MCMURREN S. DORAN AS NOTED 0 E. BRODAHL GALVANIZED STEEL CHANNEL, 2-7/16"H x 1-5/8"W. ANVIL FIG. AS 150, OR EQUAL. ALL EXTERIOR WALLS CONCRETE ANCHORS 5/8" BOLT MIN 6" EMBEDMENT 1" MIN. NON- SHRINK GROUT EXISTING CONCRETE SLAB HE I G H T A S R E Q U I R E D TO C E N T E R T H E P A N E L 3 F E E T AB O V E T H E F L O O R 3/ 8 " MI N PANEL FLOOR SUPPORT SCALE: 3" - 1' - 0" OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r 3" 1 1/4" BASE PLATE, 6"x6"x3/8" PL STEEL CHANNEL, 2 7/16"Hx1 5/8"W 1" REMOVABLE FIBERGLASS INSULATION BLANKET 2" 1" 2 1/2" SCH 40 SST CONCRETE PAD 1/2" SST AB, 4" EMBED (TYP) 1/2" SST PL, 8" x 4" 1/2" GROUT (MIN) 5" 4" EJWC 3/16" SST PL, BEND TO CONFORM TO EXTERIOR OF SILICONE JACKET3" 2 1/2" SCH 40 SST 2" SCH 40 SST, ADJUST LENGTH AS NECESSARY A - 1/4" 1/4" 1/2" SST PL, 6" x 4" 1/2" GROUT (MIN) 1/2" SST AB, 4" EMBED (TYP) 140°3/16" SST PL, BEND TO CONFORM TO EXTERIOR OF SST JACKET 1" REMOVABLE FIBERGLASS INSULATION BLANKET 2" EJCW 1 1/4" SCH 40 SST 1" SCH 40 SST ADJUST LENGTH AS NECESSARY 1 1/4" SCH 40 SST CONCRETE PAD 2" 1" B - 1/4" 1/4" 4" 140° 1 E-90002 4" INSULATED PIPE SUPPORT SCALE: 3" - 1' - 0" 1 SECTION SCALE: 3" - 1' - 0" A M-10007, M-30002B, M-50001 2" INSULATED PIPE SUPPORT SCALE: 3" - 1' - 0" 2 SECTION SCALE: 3" - 1' - 0" B -M-10007, M-30002B, M-50001- MARCH 2026 RCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY0 CF EB 03/02/26 ISSUED FOR PERMIT JUNE 2026 6/18/2026 OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: 58 Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j a c o b . g i l l i a m @ j a c o b s . c o m \ d 0 4 6 9 8 6 8 \ 1 1 2 9 5 7 4 - O F 3 3 6 - M - 5 0 0 0 1 . d w g | L a y o u t : M - 1 0 0 1 4 PL O T T E D : M a r 0 2 , 2 0 2 6 - 0 6 : 3 3 : 3 5 a m B y G I L L I A J 2 XR E F S : 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; P E - E L B - W A _ _ E r i k _ s t a m p . d w g IM A G E S : P3 ENGINE PIPING ISOMETRICS M-50001 C. FRODE E. BRODAHL S. NELLIGAN AS NOTED 0 N. EBBS KEY NOTES: INSTALL 1" DRAIN VALVE. 4" RESTRAINED EXPANSION JOINT, FL X FL. 4" SST HIGH-TEMPERATURE BALL VALVE, FL X FL. 2" RESTRAINED EXPANSION JOINT, FL X FL. 2" SST HIGH-TEMPERATURE BALL VALVE, FL X FL. 4" SST FLEX CONNECTOR, FL X FL. 2" SST FLEX CONNECTOR, FL X FL. 4" X 2" REDUCER, FL X FL. 3/4" DRAIN VALVE. 5" X 4" FLANGED REDUCER. 4" X 3" REDUCER, FL X FL. P3 ENGINE BATTERY RACK. INSTALL CUSTOM REMOVABLE BLANKET TYPE PIPING INSULATION ON EACC AND EJWC SUPPLY AND RETURN LINES (HOT) BETWEEN P3 ENGINE AND HEAT EXCHANGERS, INCLUDING INSULATING VALVES AND FITTINGS, PER SECTION 40 42 00. NOTE THAT THE PIPING INSULATION IS NOT SHOWN ON THIS DRAWING, SO THAT THE PIPING IS MORE VISIBLE. X 1 2 3 MARCH 2026 ISOMETRIC NTS A - 4 5 6 7 0 RCP22 - INSTALL P3 ENGINE AND ECW SUPPLY CF EB 03/02/26 ISOMETRIC NTS B - ISOMETRIC NTS C - ISOMETRIC NTS D - 8 9 10 7 9 1 1 4 2 TYP 9 4 TYP TYP TYP 3 2 3 2 5 54 5 5 7 10 6 6 3 10 6 3 3 8 8 11 11 11 JACKET WATER HEAT EXCHANGER HEX336003B JACKET WATER HEAT EXCHANGER HEX336003B JACKET WATER HEAT EXCHANGER HEX336003A AFTERCOOLER HEAT EXCHANGER HEX336003A AFTERCOOLER HEAT EXCHANGER HEX336003A AFTERCOOLER HEAT EXCHANGER HEX336003A 4" EJWC SUPPLY/RETURN 4" EJWC SUPPLY/RETURN 2" EACC SUPPLY/RETURN 2" EACC SUPPLY/RETURN 2" EACC SUPPLY/RETURN 2" EACC SUPPLY/RETURN 4" EJWC SUPPLY/RETURN 13 13 12 12 12 13 TYP ISSUED FOR PERMIT JUNE 2026 6/18/2026 P2 P3 P9 P9A P12 LCP336002 SV336002A J-BOX M M MTS336009 P336009 P336009A TSH336002A SV336002 NOTES 1, 2, 3 P9A P9 ELECTRICAL MISCELLANEOUS DETAILS E-40001 D. SUNSERI D. WAGNER S. DORAN AS NOTED 2 M. KUTZ P3 P2 MAIN LEVEL ENLARGED FLOOR PLAN 1/4"=1'-0" S S G N NEW 1XX 5 AMP 1XX N 1/2" RADIUS, TYP 3/8" STEEL PLATE 10 " 10" 1 1/2", TYP PLAN (3/16 ) 1/4 (3/16 ) 1/2" RADIUS, TYP 3' - 0 " M A X 1/4" THICK STEEL MOUNTING PLATE SIZED PER EQUIPMENT DIMENSIONS 4" SQUARE STEEL TUBE (HSS 4"x4"x0.25") NON-SHRINK GROUT FLOOR OR PLATFORM ELEVATION 1/2" TYPE 316 SST EPOXIED ANCHORS WITH A MINIMUM OF 6" EMBEDMENT INTO THE STRUCTURAL SLAB, TYP OF 4 TYP R=0 R=0 2 OF336- 1 2 3 4 5 DESIGNED/DRAWN: PROJECT ENGINEER: PROJECT MANAGER: CONTRACT NO: DRAWING NO:SCALE: PROJECT FILE NO: DATE: SHT NO / TOTAL REV NO: 1 2 3 4 5 E F G HBCDA CHECKED: RE F E R E N C E 1" 0 NO REVISION DESCRIPTION BY APVD DATE E F G HBCDA DEPARTMENT OF NATURAL RESOURCES & PARKS WATER AND LAND RESOURCES DIVISION APPROVED BY: Know what's below. R Call before you dig. BLACK RIVER PUMP STATION IMPROVEMENTS HIGH-USE ENGINES OCTOBER 2020 T. BEAN KC000011 1129574 BO R D E R F I L E E D I T I O N : 1 1 2 9 5 7 4 - D s i z e - T B - B o r d e r C: \ p w _ w o r k d i r \ d e n 0 0 3 \ j e g _ e x - m a y k 1 \ d 0 4 6 9 8 4 5 \ 1 1 2 9 5 7 4 - O F 3 3 6 - E - 4 0 0 0 1 . d w g | L a y o u t : E - 4 0 0 0 1 - R C P 2 2 PL O T T E D : M a r 1 2 , 2 0 2 6 - 0 1 : 3 7 : 4 4 p m B y k m a y XR E F S : 1 0 - D - x P P n 0 1 _ D 3 1 6 4 9 0 0 . d w g ; 1 0 - D - x P P n 0 1 _ G R A T I N G _ 2 _ D 3 1 6 4 9 0 0 . d w g ; 1 1 2 9 5 7 4 - D s i z e - T B . D W G ; 2 2 - 1 2 0 J a c o b s - F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g ; 2 2 - 1 2 0 J a c o b s - R C P 2 2 _ F i s h P a s s a g e _ P R _ R 2 1 - F l o o r P l a n - P H F L O O R P L A N - S O U T H . d w g IM A G E S : 9 0 6 9 1 A 1 0 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 8 0 8 1 c 8 9 5 . p n g ; 9 0 6 9 1 A 1 0 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g f a 6 f 2 1 a f . p n g ; 9 0 6 9 1 A 1 1 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 1 5 e e e 7 7 f . p n g ; 9 0 6 9 1 A 1 1 6 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g b c e 0 4 5 e c . p n g ; 9 0 6 9 1 A 1 1 7 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 5 0 5 4 c 0 0 1 . p n g ; 9 0 6 9 1 A 1 1 7 _ P r e m i u m L o w - P r e s s u r e 3 0 4 S t a i n l e s s S t e e l P i p e F i t t i n g 7 e 6 d 7 c c 5 . p n g ; P a g e s f r o m C D ( 1 ) 2 6 7 7 9 4 b 1 . p n g ; ENGINE ROOM IS UNCLASSIFIED PER NEC GUIDELINES. 1/2" RADIUS, TYP 3/8" STEEL PLATE 10 " 10" 1 1/2", TYP PLAN 3/16 3/16 3/16 1/2" RADIUS, TYP 3' - 0 " M A X 1/4"x7 1/2"x9" STEEL MOUNTING PLATE 4" STEEL CHANNEL NON-SHRINK GROUT FLOOR OR PLATFORM ELEVATION 1/2" CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS, TYP OF 4 NOTES: 1.INTERCEPT POWER TO PUMP P9, ROUTE TO MTS336009. ROUTE POWER FROM MTS336009 TO PUMPS P9 AND P9A. NEW CONDUITS SHALL BE RGS AND LIQUID TIGHT FLEXIBLE METALLIC CONDUIT. 2.ADD THE FOLLOWING NAMEPLATES TO MTS336009. "MTS336009, 480 VOLTS FED FROM MCC336101" "DO NOT OPERATE MTS336009 WHILE EITHER PUMP IS RUNNING" 3.MOUNT MTS336009 PER DETAIL 1 ON THIS SHEET. MAINTAIN CODE CLEARANCE IN FRONT OF THE MTS. P9001 1" C 3#6 1#6G CONDUIT AND CONDUCTOR SCHEDULE 1 --- --- 1DETAIL NTSSCALE:SCALE: DEVICE MOUNTING, CONTROL STATION PEDESTAL P336102 3/4" C 2#12 1#12G KEY NOTES 1 2 CONNECT TO 120V POWER IN LCP336102, AS-BUILT TERMINAL BLOCKS USED USE SAME TERMINAL BLOCK NUMBER IN THE CS CS336120 NEMA 4 ENCLOSURE MOUNTED INSIDE OF PNL336120 MOMENTARY PUSHBUTTONS SHALL BE INTERLOCKED SO THAT BOTH CANNOT BE ACTIVE AT THE SAME TIME WIRE BETWEEN CS336120 AND THE SOLENOID VALVES SHALL BE MC #14-2 CABLE WITH GROUND 3 4 5 4 5 3 21 --- 2DETAIL NTSSCALE:SCALE: ON/OFF EXISTING FISH SCREEN CONTROL PANEL LCP336102 STOP LOG SEAL AIR SYSTEM CONTROL STATION CS336120 LOCATED IN PNL336120 SV336120B HIGH PRESSURE AIR SV336120A LOW PRESSURE AIR TRI UNITY 24024930 D E V I N H U R S O N R EGIST E R E D P R OF ESSIONA L E N G IN EER STAT E O F WASHIN G T ON 1 GC 05/06/22JTRCP 10 - UPSTREAM FISH COUNTER INSTALLATION SUPPORT 2 DH 09/12/25JTRCP 22 - INSTALL P3 ENGINE AND ECW SUPPLY E-90002 3DETAIL NTSSCALE:SCALE: ELECTRICAL EQUIPMENT MOUNTING PEDESTAL ENGINEER'S STAMP APPLIES TO REVISIONS FOR RCP 22 ONLY 2 P336102 WELD A 4"x4" CAP ON TOP 6/18/2026 ISSUED FOR PERMIT JUNE 2026