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2-Plans_COMBINED_FINAL_11-22-2024cn N N O N _o U O S Q) w Q 0 0 r m 0 w F— F— O J d w J CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 20 30 30 112 Y PORT 9 92 AN GELES 25 04 101 EVER TT- 9 40 03 BREMERTON 02 PROJECT 90 LOCATION E T LE 109 02 18 106 16 SH ELTON O O 64 169 410 106 5 TA C M� ABERDEEN 0 7 107 OILY PIA 510 02 165 121 50 105 06 CENTRALIA CHEHALIS 7 508 6 03 12 06 5 403 04 4 KELSO Know what's below. Call before you dig. Q REVISIONS PORT ORCHARD, WASHINGTON VICINITY MAP A LOCATION MAP NO SCALE N NO SCALE N DATE BY DESIGNED K. TAYLOR DRAWN K TAYLOR CHECKED M. CASANOVA APPROVED C. WI TTM AN DRAWING INDEX DWG NO. SHT NO. SHEET TITLE 1 G01 COVER SHEET, DRAWING INDEX, LOCATION AND VICINITY MAPS 2 G02 SURVEY CONTROL PLAN -TREMONT, GOLDEN POND, AND EAGLE CREST LIFT STATIONS 3 G03 SURVEY CONTROL PLAN -FLOWER MEADOWS, CEDAR HEIGHTS, AND SEDGWICK LIFT STATIONS 4 D01 TREMONT, GOLDEN POND, EAGLE CREST DEMOLITION DETAILS 5 D02 FLOWER MEADOWS, CEDAR HEIGHTS, SEDGWICK DEMOLITION DETAILS 6 E01 ELECTRICAL LEGEND AND ABBREVIATIONS 7 E02 TYPICAL SOFT STARTER ELEMENTARY DIAGRAM 8 E03 ELECTRICAL DETAILS 9 E11 TREMONT ONE -LINE 10 E12 TREMONT SITE PLAN 11 E21 GOLDEN POND ONE -LINE 12 E22 GOLDEN POND SITE PLAN 13 E31 EAGLE CREST ONE -LINE 14 E32 EAGLE CREST SITE PLAN 15 E41 FLOWER MEADOWS ONE -LINE 16 E42 FLOWER MEADOWS SITE PLAN 17 E51 CEDAR HEIGHTS ONE -LINE 18 E52 CEDAR HEIGHTS SITE PLAN 19 E61 SEDGWICK ONE -LINE 20 E62 SEDGWICK SITE PLAN 21 101 TYPICAL NETWORK BLOCK DIAGRAM 22 102 TYPICAL RTU PANEL LAYOUT 23 103 TYPICAL RTU WIRING DIAGRAM 24 104 TYPICAL RTU WIRING DIAGRAM CONTINUED 25 105 TYPICAL CONTROL SYSTEM BLOCK DIAGRAM PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 FINAL DESIGN COVER SHEET, DRAWING INDEX, LOCATION AND VICINITY MAPS DRAWING NO. 1 OF 25 G01 PMX #2002 \ Op E I z ' PMX #2003 rZ REVISIONS PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 1005 197247.92 1191099.32 227.76 SET MAG NAIL 2002 197434.55 1191035.36 225.33 SET MAG NAIL 2003 197273.75 1191039.44 226.58 SET MAG NAIL PMX #1005 TREMONT LIFT STATION PLAN SCALE IN FEET N 0 20 40 DATE BY DESIGNED K. TAYLOR DRAWN K TAYLOR CHECKED M. CASANOVA APPROVED C. WI TTM AN I � 1 1 i h� i i S S _ - PMX #200V 'C O SS SS GOLO PMX 12004 '� PMX #1007 PARAMETRIX CONTROL TABLE PMX #1005 TREMONT LIFT STATION PLAN SCALE IN FEET N 0 20 40 DATE BY DESIGNED K. TAYLOR DRAWN K TAYLOR CHECKED M. CASANOVA APPROVED C. WI TTM AN I � 1 1 i h� i i S S _ - PMX #200V 'C O SS SS GOLO PMX 12004 '� PMX #1007 PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 1007 198140.72 1190475.93 154.86 SET MAG NAIL 2004 198138.50 1190348.74 157.24 SET MAG NAIL 2005 198164.21 1190452.01 154.03 SET MAG NAIL GOLDEN POND LIFT STATION PLAN SCALE IN FEET N 0 20 40 PMX 12000 PMX #1000 1 I -o - -157 SpH to �U 0 o ° \ PMX #2001 0 PARAMETRIX CONTROL TABLE POINT NO. NORTHING FASTING ELEVATION DESCRIPTION 1000 199515.02 1190605.76 156.53 SET MAG NAIL 2000 199666.82 1190583.35 156.26 SET MAG NAIL 2001 199464.19 1190597.47 156.46 SET MAG NAIL EAGLE CREST LIFT STATION PLAN SCALE IN FEET N 0 20 40 HORIZONTAL DATUM (WSRN): HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(11), WASHINGTON STATE PLANE NORTH ZONE COORDINATE SYSTEM, U.S. SURVEY FEET, BASED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN) WITH VERIFICATION TIES TO THE FOLLOWING MONUMENTS PUBLISHED BY WSDOT GLOVER NORTHING: 199935.657 EASTING: 1199588.470 WHITE NORTHING: 199896.661 EASTING: 1201075.324 VERTICAL DATUM (WSRN): VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 BASED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN) WITH VERIFICATION TIES TO THE FOLLOWING MONUMENTS PUBLISHED BY WSDOT GLOVER ELEVATION: 171.584 WHITE ELEVATION: 202.411 PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 LEGEND EAGLE CREST LIFT STATION PLAN SCALE IN FEET N 0 20 40 HORIZONTAL DATUM (WSRN): HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(11), WASHINGTON STATE PLANE NORTH ZONE COORDINATE SYSTEM, U.S. SURVEY FEET, BASED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN) WITH VERIFICATION TIES TO THE FOLLOWING MONUMENTS PUBLISHED BY WSDOT GLOVER NORTHING: 199935.657 EASTING: 1199588.470 WHITE NORTHING: 199896.661 EASTING: 1201075.324 VERTICAL DATUM (WSRN): VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 BASED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN) WITH VERIFICATION TIES TO THE FOLLOWING MONUMENTS PUBLISHED BY WSDOT GLOVER ELEVATION: 171.584 WHITE ELEVATION: 202.411 PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 LEGEND x x o 0 OP P w ss SD SURVEY NOTES: SET MAG NAIL SET REBAR WITH CAP BOLLARD CONIFER TREE SHRUB CATCH BASIN SOLID CATCH BASIN CATCH BASIN ROUND DOOR GATE POST MAIL BOX UNKNOWN VAULT POWER GUY ANCHOR POWER POLE WITH LIGHT AND TRANSFORMER POWER POLE WITH DROP LINE STREET LIGHT POWER JUNCTION BOX POWER METER POWER PANEL POWER VAULT POWER TRANSFORMER SIGN STEEL POST SEWER CLEAN OUT MANHOLE SEWER SEWER VAULT WATER HOSE BIB WATER METER WATER VALVE STAND PIPE TELEPHONE JUNCTION BOX TELEPHONE RISER BUILDING LINE BUILDING EAVE EDGE OF ASPHALT ASPHALT FLOW LINE TOP BACK OF CURB CURB FLOW LINE WHEEL STOP CENTERLINE DITCH/EDGE OF WATER RIP RAP EDGE OF CONCRETE CHANNELIZATION EDGE OF GRAVEL BOARD FENCE HOGWIRE FENCE CHAIN LINK FENCE HEDGE LINE GAS LOCATES OVERHEAD POWER LINE POWER LOCATES COMMUNICATION LOCATES WATER LOCATES SEWER LOCATES STORM LOCATES TOP OF SLOPE TOE OF SLOPE MAJOR CONTOUR MINOR CONTOUR CROWN OF ROAD 1. THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS SURVEY IN MAY, 2023. 2. CONVENTIONAL AND GPS SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. 3. THIS SURVEY WAS PREPARED BY FIELD TRAVERSE AS PER WAC 332-130-090, PART C. RELATIVE ACCURACY EXCEEDS 1 FOOT IN TEN THOUSAND. 4. ALL SURFACE FEATURES AND INVERT STRUCTURE ELEVATION SHOWN HEREON WERE FIELD LOCATED AND MEASURED BY PARAMETRIX FOR THIS SURVEY. UNDERGROUND UTILITY LINES ARE BASED UPON A COMBINATION OF SURFACE FEATURE MEASUREMENTS AND ONSITE UNDERGROUND UTILITY MARKINGS PERFORMED BY OTHERS. 5. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. FINAL DESIGN SURVEY CONTROL PLAN - TREMONT, GOLDEN POND, AND EAGLE CREST LIFT STATIONS DRAWING N0. 20F25 G02 w Q 0 0 m 0 w F- 0 J < PMX 12006 �o �o c�0 O PMX #2007 Q O it O 5 PMX #1009 213—- I S� \ Spy , PARAMETRIX CONTROL TABLE POINT NO. NORTHING FASTING ELEVATION DESCRIPTION 1009 192050.61 1193256.81 213.72 SEf R/CAP 2006 192259.23 1193339.73 216.68 SEf MAG NAIL 2007 192084.58 1193254.13 214.67 SEf MAG NAIL FLOWER MEADOWS LIFT STATION PLAN SCALE IN FEET N 0 20 40 � REVISIONS DATE BY DESIGNED K. TAYLOR DRAWN o � K TAYLOR CHECKED j 0 J M. CASANOVA APPROVED C. WI TTM AN SURVEY NOT AVAILABLE CEDAR HEIGHTS LIFT STATION PLAN SCALE IN FEET N 0 20 40 ss ss PARAMETRIX CONTROL TABLE POINT NO. NORTHING FASTING ELEVATION DESCRIPTION 1016 188890.46 1192788.08 187.20 SET R/CAP 2010 188734.93 1192831.26 196.54 SET R/CAP 2011 188926.13 1192738.28 182.74 SET R/CAP PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 SEDGWICK LIFT STATION PLAN SCALE IN FEET N 0 20 40 1 \ I 1 1 1 0 �,% PMX #1016 C� PMX 12010 FINAL DESIGN SURVEY CONTROL PLAN -FLOWER MEADOWS, CEDAR HEIGHTS, AND SEDGWICK LIFT STATIONS DRAWING N0. 30F25 G03 TREMONT DEMO PHOTO SCALE: NONE GOLDEN POND DEMO PHOTO /24-, SCALE: NONE EAGLE CREST DEMO PHOTO 2 4 SCALE: NONE REVISIONS DATE By DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN PROJECT NAME EAGLE CREST DEMO PHOTO 1 3 SCALE: NONE CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 NOTES: 0 SALVAGE MOTOR STARTER PANELS AND RE -USE FOR TEMPORARY PUMP CONTROL DURING CONSTRUCTION. DISPOSE OF PANELS AFTER INSTALLATION OF NEW RTU. 2. PRESERVE INTERCONNECTING WIRING AND CONDUIT DURING CONSTRUCTION. FINAL DESIGN TREMONT, GOLDEN POND, EAGLE CREST DEMOLITION DETAILS DRAWING NO. 4 OF 25 D01 FLOWER MEADOWS DEMO PHOTO 1 SCALE: NONE CEDAR HEIGHTS DEMO PHOTO 3 SCALE: NONE REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN SEDGWICK DEMO PHOTO 1 4 SCALE: 1 1/2" = 1'-0" FLOWER MEADOWS DEMO PHOTO 2 2 SCALE: NONE PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 LIr1TC@. 0 SALVAGE MOTOR STARTER PANELS AND RE -USE FOR TEMPORARY PUMP CONTROL DURING CONSTRUCTION. DISPOSE OF PANELS AFTER INSTALLATION OF NEW RTU. 2. PRESERVE INTERCONNECTING WIRING AND CONDUIT DURING CONSTRUCTION. SEDGWICK DEMO PHOTO 2 5 SCALE: 1 1/2" = V-0" FINAL DESIGN FLOWER MEADOWS, CEDAR HEIGHTS, SEDGWICK DEMOLITION DETAILS DRAWING NO. 5 OF 25 D02 PLAN SYMBOLS ONE -LINE SYMBOLS SCHEMATIC SYMBOLS ABBREVIATIONS GENERAL NOTES CONDUIT SYMBOLS RECEPTACLE AND SWITCH SYMBOLS XXX##-### EQUIPMENT ID TAG CONTROL RELAYS AND CONTACTORS A AMPERES LCP LOCAL CONTROL PANEL 1. THE INSTALLATION OF ALL EQUIPMENT CONDUIT ID TAG DUPLEX WALL RECEPTACLE, 120V MOTOR 3 PHASE. VOLTAGE AC ALTERNATING CURRENT LCS LOCAL CONTROL STATION SHOWN ON THESE DRAWINGS OR DESCRIBED CKT CONDUIT ID TAG XXX CONTROL DEVICE COIL A/D ANALOG TO DIGITAL LTG LIGHTING IN THE SPECIFICATIONS SHALL CONFORM TO X-### P =POWER C =CONTROL TYPE CKT =CIRCUIT NUMBER X-### P =POWER C =CONTROL M AND HORSEPOWER AS ### XXX INDICATES TYPE: ADJ ADJUSTABLE LTS LIGHTS THE REQUIREMENTS SET FORTH IN THE S = SIGNAL X = SPARE TYPE: WP =WEATHERPROOF S = SIGNAL X = SPARE INDICATED. ALT = ALTERNATING RELAY AF AMPERE FRAME LP LIGHTING PANEL LATEST EDITIONS OF ALL APPLICABLE CODES 3/4"C-(3)#12 CALLOUT INDICATING G = GROUNDED CR = CONTROL RELAY AFD ADJUSTABLE FREQUENCY DRIVE (M) MODIFIED AND UTILITY COMPANY STANDARDS. CONTACT IG = ISOLATED GROUND GENERATOR LR = LATCHING RELAY CONDUIT SIZE, NUMBER OF G AFF ABOVE FINISHED FLOOR mA MILLIAMPERES THE UTILITY COMPANY REPRESENTATIVES WIRES, AND WIRE SIZE. GF = GROUND FAULT CIRCUIT xxKW = SIZE MOTOR, SINGLE PHASE. TR/TDR = TIMING RELAY/ AFG ABOVE FINISHED GRADE MCC MOTOR CONTROL CENTER AND VERIFY THEIR REQUIREMENTS. INTERRUPTOR xxKW M VOLTAGE AND HORSEPOWER TIME -DELAY RELAY X-### CALLOUT INDICATING AS INDICATED. AIC AMPERES INTERRUPTING CAPACITY MCCB MOLDED CASE CIRCUIT BREAKER DUPLEX RECEPTACLE, xx MOTOR M = MOTOR STARTER AMP AMPERES MCP MOTOR CIRCUIT PROTECTION OR 2. THIS IS A GENERALIZED LEGEND SHEET. THIS CONDUIT NUMBER AND EMERGENCY/STAND-BY xx = HORSEPOWER CONTACTOR ANN ANNUNCIATOR MAIN CONTROL PANEL CONTRACT MAY NOT USE ALL INFORMATION WIRE PER SCHEDULE. ### = DEVICE ID NUMBER AS AMMETER SWITCH MCM THOUSAND CIRCULAR MILS KCMIL SHOWN. SINGLE RECEPTACLE, 120V M OL ( ) EXPOSED CONDUIT POWER CIRCUIT BREAKER, -d AT AMMETER TRIP MON MONITOR — — — — — — — CONCEALED CONDUIT SINGLE RECEPTACLE, xxAF xxAF 3 POLE, ABOVE 1500V. TAG TAG CONTACTS, NORMALLY OPEN ATS AUTOMATIC TRANSFER SWITCH MOV MOTOR OPERATED VALVE 3. NOTIFY THE ENGINEER IMMEDIATELY IF CAP ON CONDUIT STUB EMERGENCY/STAND-BY xxAT xxAT xxAF = FRAME SIZE MOTOR STARTER WITH AND NORMALLY CLOSED. AUTO AUTOMATIC MS MOTOR STARTER CONFLICTS IN EQUIPMENT LOCATIONS ARE DOUBLE DUPLEX RECEPTACLE, 120V xxAT = TRIP RATING THERMAL OVERLOAD, 3 POLE. TAG = CONTROL DEVICE AWG AMERICAN WIRE GAUGE MTD MOUNTED DISCOVERED, OR IF PROBLEMS ARISE DUE TO CONDUIT TURNING UP y COIL ID NUMBER BCG BARE COPPER GROUND MTG MOUNTING FIELD CONDITIONS, LACK OF INFORMATION, CONDUIT TURNING DOWN DOUBLE DUPLEX RECEPTACLE, WITIH NOC CONDUIT MTS MANUAL TRANSFER SWITCH OR ANY OTHER REASON. CONDUIT WITH SEAL FITTING EMERGENCY/STAND-BY DRAWOUT DRAWOUT TIMING RELAY CONTACTS CAB CABINET (N) NEW _ _ _ _ _ _ UNDERGROUND DIRECT SPECIAL PURPOSE WALL CONTROL POWER TAG NORMALLY OPEN, CLOSES AFTER CAP CAPACITOR NC NORMALLY CLOSED 4. INFORMATION SHOWN MAY NOT BE ALL BURIAL CONDUITS RECEPTACLE, RATING AS NOTED. TAG TRANSFORMER. °l° TIME DELAY (NOTC). CB CIRCUIT BREAKER NEG NEGATIVE INCLUSIVE. SEE ALSO ANSI C37.3, Y1.1, Y32.2, TCIRCUIT BREAKER, 3 POLE xxVA TAG = DEVICE TAG ID "' TAG = DEVICE TAG ID CC CONTROL CABLE, CLOSING COIL NEMA NATIONAL ELECTRICAL AND Y32.9. FLEXIBLE CONDUIT xxAF ° xxxVA = SIZE CHH COMMUNICATION HANDHOLE MANUFACTURER'S ASSOCIATION 0)INDICATES REMOVAL xxAF UNLESS OTHERWISE NOTED. xxV-yyV (a,b) SINGLE POLE SWITCH (SEE NOTE S1). xxAT xxAT O xxAF = FRAME SIZE xxV = PRIMARY VOLTAGE ov NORMALLY CLOSED, OPENS CKT CIRCUIT NEUT NEUTRAL 5. EQUIPMENT SHOWN IN HALF TONE OR GREY GROUND CONDUCTOR * * = SINGLE POLE xxAT = TRIP RATING yyV = SECONDARY VOLTAGE AFTER TIME DELAY (NCTO). CMH COMMUNICATION MANHOLE NO NORMALLY OPEN, NUMBER TONE ARE EXISTING OR BY OTHERS. HEAT TRACE 2 = 2 POLE onCO CONDUIT ONLY OL OVERLOAD 3 = 3 WAY WITH NO TAG DISCONNECT OR TOGGLE 4; o NORMALLY OPEN, INSTANTANEOUS CLOSE OPENS COMM COMMUNICATION OT OVER TEMPERATURE 6. VERIFY ALL COLOR REQUIREMENTS BEFORE BROKEN AND CONDUIT RUN, 4 = 4 WAY COND CONDUCTOR OIT OPERATOR INTERFACE TERMINAL ORDERING MATERIALS. CONTINUED ON SAME WITH DRAWOUT OHO SWITCH AFTER TIME DELAY (NOTO). SHEET OR AS NOTED M = HP RATED, LOCKABLE xxAF TAG -DEVICE TAG ID CPT CONTROL POWER TRANSFORMER P POLE, PUMP POWER OR DISTRIBUTION CID CONTROL PANEL PB PULLBOX 7. CONDUIT SIZE AND FILL SHALL BE AS OS = OCCUPANCY SENSOR Y TRANSFORMER 3 PHASE xxAF - SWITCH RATING IN NORMALLY CLOSED, HOME RUN TO PANELBOARD P = SWITCH WITH PILOT LIGHT UL xxKVA AMPERES INSTANTANEOUS OPEN, CR CONTROL RELAY PBSW PUSHBUTTON SWITCH INDICATED. WHERE NO SIZE IS SHOWN, THE OR AS INDICATED WP = WEATHERPROOF (Y�YI xxV-yyV UNLESS OTHERWISE NOTED. CLOSES AFTER TIME DELAY CS CONTROL STATION PEC PHOTOELECTRIC CELL CONDUIT SHALL BE SIZED IN ACCORDANCE CABLE TRAY I xxKVA =SIZE TAG CIRCUIT BREAKER (NCTC). CT CURRENT TRANSFORMER PDB POWER DISTRIBUTION BLOCK WITH THE EDITION OF THE NATIONAL NOTES: xxV = PRIMARY VOLTAGE TAG = DEVICE TAG ID DB DIRECT BURIAL PF POWER FACTOR ELECTRIC CODE ADOPTED BY THE AUTHORITY JUNCTION BOX LOCATION xxA O S1 LOWER CASE LETTERS IN PARENTHESIS yyV = SECONDARY VOLTAGE O xxA =TRIP RATING IN SENSING DEVICE CONTACTS DC DIRECT CURRENT PGRS PVC COATED GALVANIZED RIGID HAVING CODE ENFORCEMENT JURISDICTION. J ADJACENT TO A SWITCH OR LIGHT FIXTURE b AMPERES DEMO DEMOLITION STEEL WHERE NO FILL IS INDICATED, PROVIDE (3) #12 ATS TRANSFER SWITCH, ATS OR INDICATE A SWITCHED CIRCUIT AND IDENTIFY THE MTS AS INDICATED. 3 POLE CLOSES CLOSES DIAG DIAGRAM pH MEASURE OF ACIDITY OR WIRES. PROVIDE 3/16" INCH NYLON PULL ROPE EQUIPMENT AND INSTRUMENT SYMBOLS FIXTURE/SWITCH COMBINATIONS. FOR FOUR UNLESS OTHERWISE NOTED. TAG FUSE RISING FALLING DEVICE TYPE DISC DISCONNECT ALKALINITY IN EACH EMPTY CONDUIT. LAMP FLUORESCENT FIXTURES WIRED IN PAIRS ® TAG = DEVICE TAG ID FLOW SWITCH DISTR DISTRIBUTION PH PHASE WITHIN EACH FIXTURE, THE "a" SWITCH xxAF =RATING xxA xxA = TRIP RATING, IN7DIV DIVISION PLC PROGRAMMABLE LOGIC XXX##-### EQUIPMENT ID TAG CONTROLS THE OUTER LAMPS AND THE "b" AMPERES w DP DISTRIBUTION PANEL CONTROLLER SWITCH CONTROLS THE INNER LAMPS. WIRE 3 MOTOR STARTER WITH THERMAL °�LEVEL/FLOAT SWITCH DPDT DOUBLE POLE, DOUBLE THROW PM PHASE MONITOR GENERATOR LAMP FIXTURES SIMILARLY. OVERLOAD. 3 PHASE UNLESS lJ DPST DOUBLE POLE, SINGLE THROW PNL PANEL xxKW xxKW =SIZE OTHERWISE NOTED. COVER CONTROL DEVICES � � PRESSURE SWITCH (E) EXISTING PNLBD PANELBOARD MOTOR S2 NUMBERS IN PARENTHESIS ADJACENT TO A LIGHT * = NEMA SIZE O H A SELECTOR SWITCH ASSEMBLY, EE ELECTRICAL ENCLOSURE POS POSITION, POSITIVE xx xx = HORSEPOWER FIXTURE OR RECEPTACLE INDICATE THE \ / 3-POSITION °��-° 0:9 TEMPERATURE SWITCH EHH ELECTRICAL HANDHOLE POT POTENTIOMETER LIGHTING PANEL BRANCH CIRCUIT FEEDING THE TYPICAL CONFIGURATIONS: ELEM ELEMENTARY PPS PACKAGED POWER SUPPLY ® EQUIPMENT CONNECTION DEVICE. VARIABLE FREQUENCY DRIVE. o p H 0 A - HAND/OFF/AUTO EMERG EMERGENCY PRI PRIMARY VFD 3 PHASE UNLESS OTHERWISE X00 LIMIT SWITCH CONTACTS ENCL ENCLOSURE PWR POWER ® INSTRUMENT LOCATION ### NOTED. L 0 R -LOCAL/OFF/REMOTE ### = DEVICE ID NUMBER NORMALLY OPEN, CLOSES ON EFFL EFFLUENT (R) RELOCATED TO THERMOSTAT LOCATION LIGHTING SYMBOLS OXO REACHING LIMIT EGC EQUIPMENT GROUND CONDUCTOR RCPT RECEPTACLE EQPT EQUIPMENT RCT REPEAT CYCLE TIMER DISCONNECT SWITCH, UNFUSED 00 NORMALLY CLOSED, OPENS ON ETM ELAPSED TIME METER RT RESET TIMER xxA xxA = AMPERAGE RATING LUMINAIRE WITH IDENTIFICATION TAG ELECTRONIC SOFT STARTER o oCOX REACHING LIMIT FDR FEEDER RVSS REDUCED VOLTAGE SOFT STARTER xxAFDISCONNECT SWITCH FUSED LID =TYPE, PER LIGHTING SCHEDULE ### WITH BYPASS. 3 PHASE � UNLESS OTHERWISE NOTED. PUSHBUTTON, NORMALLY OPEN FE FLOW ELEMENT SCCR SHORT CIRCUIT CURRENT RATING xxATul xxAF = FRAME RATING �ON (a) NL = UNSWITCHED NIGHT LIGHT ### = DEVICE ID NUMBER ' �4 FIT FLOW INDICATION TRANSMITTER SCHD80 SCHEDULE 80 PVC xxAT = TRIP RATING (LPXX/X) a = SWITCH CONTROL o o AND NORMALLY CLOSED WIRE, CABLE, AND TERMINAL SYMBOLS FLEX FLEXIBLE SCR SILICON CONTROLLED RECTIFIER LPXX/X = POWER SOURCE PANEL xxAF ENCLOSED CIRCUIT BREAKER WIRING INSIDE ENCLOSURE FLUOR FLUORESCENT SD SMOKE DETECTOR xxAF =FRAME RATING AND CIRCUIT NUMBER xx xxAT LINE OR LOAD REACTOR INDICATING LIGHT, X INDICATES FIELD WIRING FO FIBER OPTIC SIG SIGNAL xxAT =TRIP RATING SURFACE MOUNTED LUMINAIRE X FREQ UENCY SN SOLID NEUTRAL COLOR: CONDUCTORS CONNECTED FSHFLOAT T SWITCH HIGH SPD SURGE PROTECTIVE DEVICE MH MANHOLE A = AMBER FSO FLOAT SWITCH OVERFLOW SPDT SINGLE POLE, DOUBLE THROW WALL MOUNTED LUMINAIRE - KIRK KEY INTERLOCK B = BLUE I CONDUCTORS NOT CONNECTED HH HANDHOLE C =CLEAR FU FUSE SST STAINLESS STEEL � GROUND ROD ° POLE MOUNTED LUMINAIRE ST SHUNT TRIP G = GREEN SPLICE OR TERMINATION FUT,(F) FUTURE SV SOLENOID VALVEFVNR FULL VOLTAGE, NON -REVERSING SW SWITCH R =RED GROUND ROD AND BOX FUSE 0 FVR FULL VOLTAGE, REVERSING SWBD SWITCHBOARD ® WALL/CEILING MOUNTED EXIT LIGHT - W WHITE ❑ FEED -THROUGH TERMINAL FWD FORWARD SWGR SWITCHGEAR 4 DIRECTIONAL ARROW WHERE CURRENT TRANSFORMER Y = YELLOW O DEVICE TERMINAL GEN GENERATOR SYNC SYNCHRONIZING WALL -MOUNTED CONTROL INDICATED, SHADED AREA INDICATES GFCI GROUND FAULT CIRCUIT TB TERMINAL BOX PANEL, PANELBOARD, OR �L4�-'C INDICATING LIGHT, ❑� SHORTING BLOCK ILLUMINATED FACE. VOLTAGE TRANSFORMER INTERRUPTER TC TIMED CLOSING TERMINAL CABINET. SHOWN PUSH -TO -TEST WITH EQUIPMENT ID TAG. � PHOTOELECTRIC CELL , ~� GND GROUND TEL TELEPHONE SURGE ARRESTOR MISCELLANEOUS DEVICES GRS GALVANIZED RIGID STEEL TERM TERMINAL PN7100 �j EMERGENCY LIGHT WITH SELF- SENSOR H HYDROGEN PYROXIDE TO TIMED OPENING X INDICATES DEVICE TYPE: HOURMETER u CONTAINED BATTERY X ELAPSED TIME METER/ O_" SOLENOID HH HANDHOLE TSP TWISTED SHIELDED PAIR ETM FLOOR -STANDING HOA HAND -OFF -AUTOMATIC TST TWISTED SHIELDED TRIAD A =AMMETER DISTRIBUTION ASSEMBLY, AS -CURRENT SWITCH HORN HOR HAND -OFF -REMOTE UGND UNDERGROUND SUCH AS MCC, SWITCHBOARD, V = VOLTMETER , HPS HIGH PRESSURE SODIUM UV ULTRAVIOLET OR XFMR. SHOWN WITH FIRE ALARM SYMBOLS VS - VOLT SWITCH BELL HT HEAT TAPE VA VOLT-AMPERES EQUIPMENT ID TAG. WH - WATTHOUR METER HTR HEATER VAR VOLT-AMPERES REACTIVE PNL-100 FACP FIRE ALARM CONTROL PANEL PM = POWER QUALITY METER BUZZER HV HIGH VOLTAGE VFD VARIABLE FREQUENCY DRIVE COMBINATION SMOKE/HEAT HZ HERTZ (CYCLES PER SECOND) VH VAR -HOUR SH ® POWER RECEPTACLE 0 RESISTOR OR HEATER ELEMENT IND LT INDICATING LIGHT VS VOLTMETER SWITCH DETECTOR CAPACITOR INCAND INCANDESCENT W WIRE, WATTS �F] HORN AND STROBE BUS STAB ON MCC OR INSTR INSTRUMENT, INSTRUMENTATION WH WATTHOUR METER UTILITIES SYMBOLS VACUUM BREAK SWITCH SWITCHGEAR, OR CORD AND 1/0 INPUT/OUTPUT WHDM WATTHOUR DEMAND METER ELECTRICITY UTILITY METER 0 MANUAL PULL STATION p TERMINATOR OR POTHEAD PLUG CONNECTION. ISB INTRINSICALLY SAFE BARRIER WP WEATHERPROOF lM) ISR INTRINSICALLY SAFE RELAY WR WEATHER RESISTANT AND SOCKET GROUND CONNECTION JB JUNCTION BOX WT WATER TIGHT ® PLYWOOD BACKBOARD SEAL -OFF KA KILOAMPERES XFMR TRANSFORMER KCMIL THOUSANDS OF CIRCULAR MILS KV KILOVOLTS KVA KILOVOLT AMPERES KVAR KILOVOLT AMPERES REACTIVE FINAL DESIGN o� BUI c� KWH KILOWATT HOURS WA,'�& REVISIONS DATE BY DESIGNEDAo PROJECT NAME DRAWING NO. C. CARLSON ONE INCH AT FULL SCALE. �" CITY OF PORT ORCHARD 6 of 25 DRAWN IF NOT, SCALE ACCORDINGLY ParametrikELECTRICAL LEGEND AND J. VONDERAHE FILE NAME SEWER LIFT STATION CONTROLS UPGRADE CHECKED LIFT STATION CTRLS UPGRADE 10 1019 39th Avenue SE, Suite 100 Puyallup, WA 98374 M. CASANOVA JOB No., �'GISTE �' Ph: 253.604.6600 y P ABBREVIATIONS E01 216-1589-011 SS10NAL� 216 PROSPECT STREET APPROVED DATE PORT ORCHARD, WA 98366 C. WITTMAN OCTOBER 2024 11/25/24 \1r1Tr. 1000 OXXXVAC 1001 3PH 60HZ 1002 1003 1004 1005 1006 1007 11: 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 L-CONTINUED TO UPPER RIGHT LINE 1024 L1---0 L2---0 L3---0 MCF REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN (1Yo1 TAG ID DESCRIPTION XXHP XXXVAC 3PH 281 L- CONTINUED FROM LOWER LEFT LINE 1023 SOFT STARTER RUN RELAY RUN TIME SOFT STARTER FAULT RELAY AUTO RUN CALL RELAY N-CONTINUED TO UPPER RIGHT LINE 1024 1024 1025 1026 1027 1028 1029 PI IMP MnNITnR RR AY MSH T H IO 1030 L--�--- S -� SUBMERSIBLE PUMP SENSORS 1031 1032 CR2-1 1033 SOFT STARTER RUNNING TO PLC CR3-1 1034 SOFT STARTER FAULT TO PLC CR6-1 1035 MOTOR OVERTEMP TO PLC CR7-1 1036 PUMP SEAL FAIL TO PLC PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 O480-120VAC TRANSFORMER APPLICABLE FOR GOLDEN POND AND SEDGWICK LIFT STATIONS. 0PROVIDE CONTROL POWER VIA 120 VAC LINE -TO -NEUTRAL FOR TREMONT, EAGLE CREST, FLOWER MEADOWS AND CEDAR HEIGHTS LIFT STATIONS. 0PROVIDE SEAL -IN CIRCUIT OR PUMP SENSOR DESIGNED TO MAINTAIN OVERTEMP AND SEAL FAIL INTERLOCK UNTIL RESET PUSH BUTTON IS OPERATED. N- CONTINUED FROM LOWER LEFT LINE 1023 MOTOR OVERTEMP RELAY PUMP SEAL FAIL RELAY O O LIFT STATION SITE VOLTAGE HP TREMONT 240 VAC 3 GOLDEN POND 480 VAC 7.5 EAGLE CREST 208 VAC 5 FLOWER MEADOWS 208 VAC 7.5 CEDAR HEIGHTS 240 VAC 2 SEDGWICK 480 VAC 20 TYPICAL SOFT STARTER ELEMENTARY DIAGRAM FINAL DESIGN DRAWING NO. 7 OF 25 E02 NEMA 4X PAD -LOCKABLE JUNCTION BOX MALE CAM LOCK CONNECTOR (TYP. 4 ORE PORTABLE GENERATOR RECEPTACLE DETAIL 1 SCALE: NONE ^T"BLE GENERATOR INECTION BOX ROWN, B-ORANGE, C-YELLOW N-GRAY, G-GREEN GREEN GRAY YELLOW COORDINATE PAD AND ANCHOR BOLT SIZE AND LOCATION WITH EQUIPMENT MANUFACTURER (D z FINISH GRADE o c\, Q #4 @ 12" Of C/) o w EACH WAY GROUT '4z_x Q O cv U ROUGHEN \ ANCHOR BOLT EPDXY INTO SLAB #4 @ 12" ALL AROUND DOWELED WITH EPDXY WEATHERHEAD RADIO ANTENNA O COAXIAL CABLE OMAIN CELL ANTENNA (ALIGN CELL ANTENNA TOWARDS NEAREST CELL TOWER) GROUND PLANE ANCHOR CONDUIT TO EQUIPMENT RACK OR STRUCTURE PER SITE WITH STRUT STRAPS OLENGTH AS NEEDED OPERFORM RADIO STUDY PRIOR TO ANTENNA INSTALLATION. PROVIDE MAST LENGTH AND RADIO ANTENNA ORIENTATION AS NECESSARY FOR DIRECTIONAL RADIO COMMUNICATIONS WITH PUBLIC WORKS SHOP. OORIENT THE CELL ANTENNAS IN THE SAME DIRECTION AS THE RADIO ANTENNA. 3. THIS DETAIL IS A REPRESENTATION OF THE ANTENNA MOUNTING SYSTEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE PROPOSED ANTENNA MOUNT. REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED Checker APPROVED C. WITTMAN EQUIPMENT PAD DETAIL 2 SCALE: NONE ANTENNA ANCHOR KIT GALVANIZED RIGID CONDUIT ANTENNA MOUNT DETAIL 3 SCALE: NONE 2" x 6" RIGID CONDUIT NIPPLE WEATHERHEAD COAXIAL CABLE STRUT BRACING CATED PAN ONCRETE OLE BASES RAIN HOOD EQUIPMENT RACK DETAIL 4 SCALE: NONE PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 EL c ELECTRICAL DETAILS FINAL DESIGN DRAWING NO. 8 OF 25 E03 RTU-1 F_ I 125A PDB, 240V, 3PH, 4W In b\ 20A /1 q D P-1 RVSS-1 FROM UTILITY 3P, 4W, 240/120V F UM-1 L I M I EUSERC UTILITY METER 60A MT 3P RCPT-1 TERMINATION BOX NEMA 4X _ 600V, 5P, 300A 125AF 35AT I 20A b 20A b 20A b 20A 3P 3P 3P 1P RVSS-2 TPM SPD PLC I P-121 3 P-2 TB-2 P-122 REVISIONS DATE By DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN NAME: TREMONT RTU-1 SERVICE v 3 VOLTAGE: 240 NEUTRAL BUS: YES LOCATION: TREMONT LS GROUND BUS: YES FED FROM: PSE UTILITY PHASE: 3 MAIN BREAKER SIZE: 35 AMPS FEED (OCPD SIZE): WIRE: 4 MINIMUM BUS SIZE: 125 AMPS ENCLOSURE TYPE: NEMA 4X HERTZ: 60 FAULT CURRENT BRACING: 25k AMPS, RMS SYMMETRICAL CONNECTED LOAD ASSET NUMBER EQUIPMENT NAME OR LOAD LTG RCPT MOTOR HVAC MISC LARGEST LOAD LOAD LOAD DESCRIPTION VOLT PH HP AMPS KVA TYPE MOTOR SIZE UNIT P-1 PUMP 1 PUMP 2 9.6 A 240 3 0.0 9.6 4.0 LM 0.0 0.0 0.0 0.0 0.0 4.0 P-2 9.6 A 240 3 0.0 9.6 4.0 M 0.0 0.0 4.0 0.0 0.0 0.0 PLC PLC 16 A 1 120 1 0.0 16.0 1.9 X 0.0 0.0 0.0 0.0 1.9 0.0 Connected Totals: 0.00 1 0.00 1 3.99 1 0.00 1 1.92 1 3.99 TREMONT RTU-1 SERVICE LOAD CALCULATION: CONNECTED KVA METHOD NEC DEMAND CALC. KVA TOTAL LIGHTING (L) LOAD: L 0.00 ALL @ 125% 0.00 TOTAL RECEPTACLE (R) LOAD: R 0.00 FIRST 10KVA @ 125% 0.00 REMAINDER OVER 10KVA 50% 0.00 TOTAL MOTOR (M) LOAD: M 3.99 ALL @ 100% 3.99 LM 3.99 125% OF LARGEST 125% 4.99 TOTAL HVAC (H) LOAD: H 0.00 ALL @ 125% 0.00 TOTAL MISCELLANEOUS (X) LOAD: X 1.92 ALL @ 125% 2.40 TOTAL KVA: 9.90 KVA 11.38 KVA AVERAGE AMPS @ 240 volts 23.82 AMPS 27.37 AMPS PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 TREMONT ONE -LINE FINAL DESIGN DRAWING NO. 9 OF 25 E11 0 0 ANTENNA MAST EXISTING RACK AND POSTS 4O1 TB-1 4O TB-2 u / P-112 i / P-122 =P-102 C-103 S-101 MOUNTING FLANGE- PS-1 O � 03 \ 02 TELEPHONE POLE 1 I CLASS I, vDIVISION 2 BOUNDARY / TREMONT SITE PLAN SCALE: 1" = V-0" N REVISIONS DATE By DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C NOTES: OCLASS I, DIVISION 1, GROUP D SPACE INSIDE WET WELL. CLASS I, DIVISION 2, GROUP D OUTSIDE WET WELL UP TO T FROM OPENING AND 18" ABOVE GRADE. PROVIDE SEAL -OFFS ABOVE GRADE. 0 00ORDINATE LEVEL FLOAT AND ELEMENT MOUNTING ELEVATION WITH THE CITY. 0 DEMOLISH EXISTING RTU. INSTALL NEW RTU IN PLACE. 0 TB-1 AND TB-2 SHALL BE RATED CLASS I, DIVISION 2 EXPLOSION -PROOF. 5. NOT ALL CONDUIT BETWEEN PANELS ARE SHOWN, FOR CLARITY. OTB-4 SHALL BE NEMA 4X, 6"H x 6"W x 4"D MINIMUM DIMENSIONS. INSTALL LEVEL ELEMENT MOISTURE BARRIER IN TB-4. PROVIDE AND INSTALL SEAL -OFF FITTING BETWEEN TB-4 AND WET WELL. CONDUIT AND CABLE SCHEDULE v2.0 CONDUIT QTY & CONDUIT WIRE NUMBER SIZE TYPE WIRE FILL TYPE FROM TO VIA REMARKS P-101 (1)1" GRS (3)#6, (1)#6N, (1)#8G XHHW-2 RCPT-1 MTS-1 P-102 (1)1" GRS (3)#6, (1)#8G XHHW-2 MTS-1 RTU-1 REUSE EXISTING CONDUIT P-111 (1)1" GRS (3)#12, (1)#12G XHHW-2 RTU-1 TB-1 SEAL OFF P-112 (1)1" GRS MFR - TB-1 P-1 REUSE EXISTING CONDUIT AND CABLE P-121 P-122 (1)1" (1)1" GRS GRS (3)#12, (1)#12G MFR XHHW-2 RTU-1 TB-2 TB-2 P-2 SEAL OFF REUSE EXISTING CONDUIT AND CABLE - C-101 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-1 SEAL OFF P-1 OVERTEMP/SEAL FAIL C-102 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-2 SEAL OFF P-2 OVERTEMP/SEAL FAIL C-103 (1)1" GRS (2)MFR - RTU-1 LSL-1, LSH-1 SEAL OFF & TB-4 REUSE EXISTING CONDUIT S-101 (1)1" GRS (3)TSP - RTU-1 TB-4 (1) LEVEL SIGNAL, (2) SPARES TERMINATE SPARE WIRES IN TB-4 S-102 (1)1" GRS MFR - TB-4 LE-1 SEAL OFF D-101 (1)1" GRS (2)COAX - RTU-1 ANTENNA PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 TREMONT SITE PLAN FINAL DESIGN DRAWING NO. 10 OF 25 E12 FROM UTILITY 3P, 4W, 480/277V F F ir- UM-1 L I M I EUSERC UTILITY I METER J FDS-1 EUSERC SERVICE ENTRANCE FUSED DISCONNECT SWITCH I I G N ATS-1 O - - I F - - O 0- OG -0 -1 PNL-A RCPT-1 rrmi XFMR-1 7.5kVA b 100AF 0) 45AT 100A PDB, 480V, 3PH, 4W 1 20A 1 20A 12D I 1�D P-1 REVISIONS RVSS-1 P-2 DATE I BY 480-240/120V PNL-B b 20A 1P CONTROLS DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN -.71 - RTU-1 O I f P-203 NAME: GOLDEN POND PNL-A SERVICE v 3 VOLTAGE: 480 NEUTRAL BUS: YES LOCATION: GOLDEN POND LS GROUND BUS: YES FED FROM: PSE UTILITY PHASE: 3 MAIN BREAKER SIZE: 60 AMPS FEED (OCPD SIZE): WIRE: 4 MINIMUM BUS SIZE: 100 AMPS ENCLOSURE TYPE: NEMA 4X HERTZ: 60 FAULT CURRENT BRACING: 25k AMPS, RMS SYMMETRICAL CONNECTED LOAD ASSET NUMBER EQUIPMENT NAME OR LOAD LOAD LOAD LTG RCPT MOTOR HVAC MISC LARGEST LOAD DESCRIPTION VOLT PH HP AMPS KVA TYPE MOTOR SIZE UNIT P-1 PUMP 1 7.5 HP 480 3 7.5 11.0 9.1 LM 0.0 0.0 0.0 0.0 0.0 9.1 P-2 PUMP 2 PNL-B TRANSFORMER 7.5 HP 480 3 7.5 11.0 9.1 M 0.0 0.0 9.1 0.0 0.0 0.0 XFMR-1 7.5 KVA 480 1 1 0.01 15.6 7.5 X 0.0 0.0 0.0 0.0 7.5 0.0 Connected Totals: 0.00 0.00 9.15 0.00 7.50 9.15 GOLDEN POND PNL-A SERVICE LOAD CALCULATION: CONNECTED KVA METHOD NEC DEMAND CALC. KVA TOTAL LIGHTING (L) LOAD: L 0.00 ALL @ 125% 0.00 TOTAL RECEPTACLE (R) LOAD: R 0.00 FIRST 10KVA @ 125% 0.00 REMAINDER OVER 10KVA 50% 0.00 TOTAL MOTOR (M) LOAD: M 9.15 ALL @ 100% 9.15 LM 9.15 125% OF LARGEST 125% 11.43 TOTAL HVAC (H) LOAD: H 0.00 ALL @ 125% 0.00 TOTAL MISCELLANEOUS (X) LOAD: X 7.50 ALL @ 125% 9.38 TOTAL KVA: 25.79 KVA 29.95 KVA AVERAGE AMPS @ 480 volts 31.02 AMPS 36.03 AMPS PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 NOTES: OPROVIDE LABELS WITH THE FOLLOWING TEXT: a. CAUTION, THIS EQUIPMENT IS POWERED BY MORE THAN ONE SOURCE" b. "480 VOLTS" GOLDEN POND ONE -LINE FINAL DESIGN DRAWING NO. 11 OF 25 E21 NOTES: OCLASS I, DIVISION 1, GROUP D SPACE INSIDE WET WELL. CLASS I, DIVISION 2, GROUP D OUTSIDE WET WELL UP TO T FROM OPENING AND 18" ABOVE GRADE. PROVIDE SEAL -OFFS ABOVE GRADE. 0 00ORDINATE LEVEL FLOAT AND ELEMENT MOUNTING ELEVATION GEN-1 WITH THE CITY. 0 DEMOLISH EXISTING RTU AND MOTOR STARTER PANEL. INSTALL NEW RTU IN PLACE. 4. NOT ALL CONDUIT BETWEEN PANELS ARE SHOWN, FOR CLARITY. ATS-1 ANTENNA MAST XFMR-1 I EXISTING RACK AND COSTS I PNL-A OTB-4 DS-2 C-203 I DS-1 S-202 LE O 1 P-1 O LSH � 1 2 / P-2 M O LSL 1 ® WET WELL M I 1 WET WELL CLASS I, DIVISION 2 BOUNDARY GOLDEN POND SITE PLAN SCALE: 1/2" = l'-0" N REVISIONS DATE By DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN 1 UM-1 MTS-1 RCPT-1 FDS-1 5. CANOPY ROOF NOT SHOWN FOR BETTER VIEW OF EQUIPMENT RACK LAYOUT. OTB-4 SHALL BE NEMA 4X, 6"H x 6"W x 4"D MINIMUM DIMENSIONS. INSTALL LEVEL ELEMENT MOISTURE BARRIER IN TB-4. PROVIDE SEAL -OFF BETWEEN TB-4 AND WET WELL. CONDUIT AND CABLE SCHEDULE v2.0 NUMBER CONDUIT QTY & SIZE CONDUIT TYPE WIRE FILL WIRE TYPE FROM TO VIA REMARKS P-201 (1)1" GRS (3)#6, (1)#8G XHHW-2 PNL-A RTU-1 REUSE EXISTING PNL-A BREAKER P-203 (1)1" GRS (3)#12, (1)#12G XHHW-2 PNL-B RTU-1 REUSE EXISTING CONDUIT AND CABLE P-211 (1)1" GRS (3)#12, (1)#12G XHHW-2 RTU-1 DS-1 REUSE EXISTING CONDUIT P-221 (1)1" GRS (3)#12, (1)#12G XHHW-2 RTU-1 RTU-1 RTU-1 DS-2 P-1 SEAL LEAK/OVERTEMP P-2 SEAL LEAK/OVERTEMP REUSE EXISTING CONDUIT C-201 (1)1" (1)1" GRS (2)#14, #14G (2)#14, #14G XHHW-2 XHHW-2 INTERCEPT CABLES ABOVE EXISTING SEAL -OFF INTERCEPT CABLES ABOVE EXISTING SEAL -OFF C-202 GRS C-203 (1)1" GRS (2)MFR - RTU-1 LSL-1, LSH-1 SEAL OFF & TB-4 REUSE EXISTING CONDUIT S-201 (1)1" GRS (3)TSP - - - RTU-1 TB-4 LE-1 SEAL OFF (1) LEVEL SIGNAL, (2) SPARES TERMINATE SPARE WIRES IN TB-4 S-202 (1)1" GRS MFR (2)COAX TB-4 D-201 (1)1" GRS RTU-1 ANTENNA PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 GOLDEN POND SITE PLAN FINAL DESIGN DRAWING NO. 12 OF 25 E22 P-301 ; FROM UTILITY 3P, 4W, 208/120V G N UM-1 M I EUSERC UTILITY I METER J MCB-1 EUSERC SERVICE ENTRANCE 125AF MAIN CIRCUIT BREAKER 80AT P-305 P-302 ATS-1 NEMA 4X 208V, 3P, 80A RTU-1 I 125A PDB, 208V, 3PH, 4W 1 25A - 1 25A J3P 1'zQ RVSS-1 L 4 FpT P-311 TB-1 P-312 ; 5 P-1 P-2 NEMA 4X 208V, 3P, 80A I I P-303 P-304 RCPT-1 TERMINATION BOX NEMA 4X 600V, 5P, 300A GEN-1 1(1(l A P bUAl 0 G I 25kW 125AF 80AT I b 20A b 20A 3P 3P PM SPD ONE -LINE DIAGRAM SCALE: NONE REVISIONS DATE By DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN I 1 20A / 1p 1 25A / 1p GEN BLOCK HTR 1 25A / 1P GEN BATTERY CHARGER i _J NEUTRALFRO TRANSFORME NAME: EAGLE CREST RTU-1 SERVICE v 3 VOLTAGE: 208 NEUTRAL BUS: YES LOCATION: EAGLE CREST LS GROUND BUS: YES FED FROM: PSE UTILITY PHASE: 3 MAIN BREAKER SIZE: 80 AMPS FEED (OCPD SIZE): WIRE: 4 MINIMUM BUS SIZE: 125 AMPS ENCLOSURE TYPE: NEMA 4X HERTZ: 60 FAULT CURRENT BRACING: 25k AMPS, RMS SYMMETRICAL CONNECTED LOAD ASSET NUMBER EQUIPMENT NAME OR LOAD LTG RCPT MOTOR HVAC MISC LARGEST LOAD LOAD LOAD DESCRIPTION VOLT PH HP AMPS KVA TYPE MOTOR SIZE UNIT P-1 PUMP 1 5 HP 208 3 5.0 16.7 6.0 LM 0.0 0.0 0.0 0.0 0.0 6.0 P-2 PUMP 2 5 HP 208 3 5.0 16.7 6.0 M 0.0 0.0 6.0 0.0 0.0 0.0 PLC-1 PLC GEN BLOCK HEATER 16 A 120 1 0.0 16.0 16.7 1.9 2.0 X X 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 2.0 0.0 0.0 GEN-1 2 KVA 120 1 0.0 GEN-1 GEN BATTERY CHARGER 2 KVA 120 1 0.0 16.7 2.0 X 0.0 0.0 0.0 0.0 2.0 0.0 Connected Totals: 0.00 0.00 6.02 0.00 5.92 6.02 EAGLE CREST RTU-1 SERVICE LOAD CALCULATION: CONNECTED KVA KAGTunn NiGr' nGNAAKin r'oi r' VXIA TOTAL LIGHTING (L) LOAD: L 0.00 ALL @ 125% 0.00 TOTAL RECEPTACLE (R) LOAD: R 0.00 FIRST 10KVA @ 125% 0.00 REMAINDER OVER 10KVA 50% 0.00 TOTAL MOTOR (M) LOAD: M 6.02 ALL @ 100% 6.02 LM 6.02 125% OF LARGEST 125% 7.52 TOTAL HVAC (H) LOAD: H 0.00 ALL @ 125% 0.00 TOTAL MISCELLANEOUS (X) LOAD: X 5.92 ALL @ 125% 7.40 TOTAL KVA: 17.95 KVA 20.94 KVA AVERAGE AMPS @ 208 volts 49.83 AMPS 58.12 AMPS EUSERC METERING SECTION GROUNDING LEGEND EBJ = EQUIPMENT BONDING JUMPER EGC = EQUIPMENT GROUNDING CONDUCTOR GEC = GROUNDING ELECTRODE CONDUCTOR MBJ = MAIN BONDING JUMPER SBJ = SYSTEM BONDING JUMPER SSBJ = SUPPLY-SIDE BONDING JUMPER GEBJ = GROUNDING ELECTRODE BONDING JUMPER PROJECT NAME TRANSFER SWITCH CONNECTION DIAGRAM SCALE: NONE CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 EAGLE CREST ONE -LINE ZOM )R FINAL DESIGN DRAWING NO. 13 OF 25 E31 N[1TFS- CHAIN LINK FENCE BOUNDARY REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN OCLASS I, DIVISION 1, GROUP D SPACE INSIDE WET WELL. CLASS I, DIVISION 2, GROUP D OUTSIDE WET WELL UP TO T FROM \ OPENING AND 18" ABOVE GRADE. PROVIDE SEAL -OFFS ABOVE GRADE. 0 00ORDINATE LEVEL FLOAT AND ELEMENT MOUNTING ELEVATION WITH THE CITY. ODEMOLISH EXISTING RTU AND MOTOR STARTER PANEL. INSTALL RTU PANEL IN PLACE. OTB-1 AND TB-2 SHALL BE RATED CLASS I, DIVISION 2 EXPLOSION -PROOF. 5. NOT ALL CONDUIT BETWEEN PANELS ARE SHOWN, FOR CLARITY. OCONTRACTOR SHALL ADD ADDITIONAL RACK TO ACCOMMODATE SPACE FOR THE NEW PANEL EQUIPMENT. \ O 7 TB-4 SHALL BE NEMA 4X, 6"H x 6"W x 4"D MINIMUM DIMENSIONS. INSTALL LEVEL ELEMENT MOISTURE BARRIER IN TB-4. PROVIDE SEAL -OFF BETWEEN TB-4 AND WET WELL. CLASS I, / BOUNDARY y P-1 WET WELL O LSL 2 WELUACCESS 1 LT M M LE ` C-303 2 LSH O S-302 / \ 1 3 RTU-1 P-331 C P-304 -321 S-321 - \ C-312 ATS-1 i 11111111IRCPT-1 ONEW RACK ADDITION_� EAGLE CREST SITE PLAN A P-312 P-322 TERMINATION BOXESO TB-1 (ABOVE), TB-2 (BELOW) ANTENNA MAST EXISTING RACK TERMINATION BOX 0 TB-4 (BELOW) CONDUIT AND CABLE SCHEDULE v2.0 CONDUIT QTY & CONDUIT WIRE NUMBER SIZE TYPE WIRE FILL TYPE FROM TO VIA REMARKS P-301 (1)1-1/4" GRS (3)#4, (1)#4N, (1)#8G XHHW-2 UM-1 MCB-1 P-302 (1)1-1/4" GRS (3)#4, (1)#4N, (1)#8G XHHW-2 MCB-1 ATS-1 P-303 (1)1-1/4" GRS (3)#4, (1)#4N, (1)#8G XHHW-2 RCPT-1 MTS-1 P-304 (1)1-1/4" PVC40 (3)#4, (1)#4N, (1)#8G XHHW-2 GEN-1 MTS-1 P-305 (1)1-1/4" GRS (3)#4, (1)#4N, (1)#8G XHHW-2 MTS-1 ATS-1 P-306 (1)1-1/4" GRS (3)#4, (1)#4N, (1)#8G XHHW-2 ATS-1 RTU-1 P-311 (1)1" GRS (3)#12, (1)#12G XHHW-2 - RTU-1 TB-1 TB-1 P-1 SEAL OFF REUSE EXISTING CONDUIT AND CABLE P-312 (1)1" GRS MFR P-321 (1)1" GRS (3)#12, (1)#12G XHHW-2 RTU-1 TB-2 SEAL OFF P-322 (1)1" GRS MFR - TB-2 P-2 REUSE EXISTING CONDUIT AND CABLE P-331 (1)1" PVC40 (4)#12, (1)#12G XHHW-2 RTU-1 GEN-1 C-301 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-1 SEAL OFF P-1 OVERTEMP/SEAL FAIL C-302 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-2 SEAL OFF P-2 OVERTEMP/SEAL FAIL C-303 (1)1" GRS (2)MFR - RTU-1 LSL-1, LSH-1 SEAL OFF & TB-4 REUSE EXISTING CONDUIT C-311 (1)1" GRS (4)#14, #14G XHHW-2 RTU-1 ATS-1 C-312 (1)1" PVC40 (2)#14, #14G XHHW-2 ATS-1 GEN-1 C-321 (1)1" PVC40 (6)#14, (1)#14G XHHW-2 RTU-1 GEN-1 S-301 (1)1" GRS (3)TSP - RTU-1 TB-4 (1) LEVEL SIGNAL, (2) SPARES TERMINATE SPARE WIRES IN TB-4 S-302 (1)1" GRS MFR - TB-4 LE-1 ATS-1 SEAL OFF S-311 (1)1" GRS (1)CAT6 XHHW-2 RTU-1 S-321 (1)1" GRS (1)CAT6 XHHW-2 RTU-1 GEN-1 D-301 (1)1" GRS (2)COAX - RTU-1 ANTENNA PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 EAGLE CREST SITE PLAN FINAL DESIGN DRAWING NO. 14 OF 25 E32 RTU-1 I 125A PDB, 208V, 3PH, 4W O\ 35A /1 q P RVSS-1 P-411 In. P-412 7.5 P-1 35A 3P P-422 FROM UTILITY 3P, 4W, 208/120V I ( L G N P-2 P-3 35A 3P UM-1 EUSERC UTILITY I METER J MCB-1 EUSERC SERVICE ENTRANCE MAIN CIRCUIT BREAKER I - P-403 125AF 125AT ATS-1 -01 O- P-401 REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN O 20A 3P SPD NEMA 4X 208V, 3P, 125A RCPT-1 TERMINATION BOX NEMA 4X - 600V, 5P, 300A F / 20A / 1P / 25A dl 25A 1 1P 1 1P GEN GEN BLOCK BATTERY HTR CHARGER NAME: FLOWER MEADOWS RTU-1 SERVICE v 3 VOLTAGE: 208 NEUTRAL BUS: YES LOCATION: FLOWER MEADOWS LS GROUND BUS: YES FED FROM: PSE UTILITY PHASE: 3 MAIN BREAKER SIZE: 125 AMPS FEED (OCPD SIZE): WIRE: 4 MINIMUM BUS SIZE: 125 AMPS ENCLOSURE TYPE: NEMA 4X HERTZ: 60 FAULT CURRENT BRACING: 25k AMPS, RMS SYMMETRICAL CONNECTED LOAD ASSET NUMBER EQUIPMENT NAME OR LOAD LTG RCPT MOTOR HVAC MISC LARGEST LOAD LOAD LOAD DESCRIPTION VOLT PH HP AMPS KVA TYPE MOTOR SIZE UNIT P-1 PUMP 1 7.5 HP 208 3 7.5 24.2 8.7 LM 0.0 0.0 0.0 0.0 0.0 8.7 P-2 PUMP 2 PUMP 3 PLC 7.5 HP 208 3 7.5 24.2 8.7 M 0.0 0.0 8.7 0.0 0.0 0.0 P-3 7.5 HP 208 3 7.5 24.2 8.7 M 0.0 0.0 8.7 0.0 0.0 0.0 PLC-1 16 A 120 1 0.0 16.0 1.9 X 0.0 0.0 0.0 0.0 1.9 0.0 GEN-1 GEN BLOCK HEATER 2 KVA 120 1 0.0 16.7 2.0 X 0.0 0.0 0.0 0.0 2.0 0.0 GEN-1 GEN BATTERY CHARGER 2 KVA 120 1 0.0 16.7 2.0 X 0.0 0.0 0.0 0.0 2.0 0.0 Connected Totals: 0.00 0.00 17.44 0.00 5.92 8.72 FLOWER MEADOWS RTU-1 SERVICE LOAD CALCULATION: CONNECTED KVA METHOD NEC DEMAND CALC. KVA TOTAL LIGHTING (L) LOAD: L 0.00 ALL @ 125% 0.00 TOTAL RECEPTACLE (R) LOAD: R 0.00 FIRST 10KVA @ 125% 0.00 REMAINDER OVER 10KVA 50% 0.00 TOTAL MOTOR (M) LOAD: M 17.44 ALL @ 100% 17.44 LM 8.72 125% OF LARGEST 125% 10.90 TOTAL HVAC (H) LOAD: H 0.00 ALL @ 125% 0.00 TOTAL MISCELLANEOUS (X) LOAD: X 5.92 ALL @ 125% 7.40 TOTAL KVA: 32.08 KVA 35.73 KVA AVERAGE AMPS @ 208 volts 89.03 AMPS 99.19 AMPS PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 FINAL DESIGN FLOWER MEADOWS ONE -LINE DRAWING NO. 15 OF 25 E41 \1r1Tr[%. 3 RTU-1 MTS-1 EXISTING RACK ANTENNA MAST 7 NEW RACK ADDITION 4 TB-1 4 TB-2 TB-4 8 P 412 C I / P-422 I � C-404 P-432 \ / S-402 L1 E 2 M O � LSH ® P-2 1 1 1 �. ® WET WELL M I P-3 � LSL M 2 � 1 / 1 WET WELL CLASS I, DIVISION 2 BOUNDARY I REVISIONS DATE I BY RCPT-1 UM-1 � MCB-1 EXTINGUISHER ING RACK FLOWER MEADOWS SITE PLAN SCALE: 1/2" = 1'-0" N DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN XFMR OCLASS I, DIVISION 1, GROUP D SPACE INSIDE WET WELL. CLASS I, DIVISION 2, GROUP D OUTSIDE WET WELL UP TO T FROM OPENING AND 18" ABOVE GRADE. PROVIDE SEAL -OFFS ABOVE GRADE. 0 00ORDINATE LEVEL FLOAT AND ELEMENT MOUNTING ELEVATION WITH THE CITY. 0 DEMOLISH EXISTING RTU AND MOTOR STARTER PANEL. INSTALL RTU PANEL IN PLACE. 0 TB-1, TB-2 AND TB-3 SHALL BE RATED CLASS I, DIVISION 2 EXPLOSION -PROOF. 5. NOT ALL CONDUIT BETWEEN PANELS ARE SHOWN, FOR CLARITY. OTERMINATE EXISTING GENSET/ATS CONTROL, BLOCK HEATER AND BATTERY CHARGER TO NEW RTU. 0 CONTRACTOR SHALL ADD ADDITIONAL RACK TO ACCOMMODATE SPACE FOR THE NEW PANEL EQUIPMENT. 0 TB-4 SHALL BE NEMA 4X, 6"H x 6"W x 4"D MINIMUM DIMENSIONS. INSTALL LEVEL ELEMENT MOISTURE BARRIER IN TB-4. PROVIDE SEAL -OFF BETWEEN TB-4 AND WET WELL. CONDUIT AND CABLE SCHEDULE v2.0 NUMBER CONDUIT QTY & SIZE CONDUIT TYPE WIRE FILL WIRE TYPE FROM TO VIA REMARKS P-401 (1)1-1/2" GRS (3)#1, (1)#lN, (1)#6G XHHW-2 RCPT-1 MTS-1 P-402 (1)1-1/2" PVC40 (3)#1, (1)#lN, (1)#6G XHHW-2 GEN-1 MTS-1 REUSE EXISTING CONDUIT AND CABLE P-403 (1)1-1/2" GRS (3)#1, (1)#1N, (1)#6G XHHW-2 MTS-1 ATS-1 P-404 (1)1-1/2" GRS (3)#1, (1)#lN, (1)#6G XHHW-2 ATS-1 RTU-1 P-411 (1)1" GRS (3)#10, (1)#10G XHHW-2 RTU-1 TB-1 SEAL OFF P-412 (1)1" GRS MFR - TB-1 P-1 REUSE EXISTING CONDUIT AND CABLE P-421 (1)1" GRS (3)#10, (1)#10G XHHW-2 RTU-1 TB-2 SEAL OFF P-422 (1)1" GRS MFR - TB-2 P-2 REUSE EXISTING CONDUIT AND CABLE P-431 (1)1" GRS (3)#10, (1)#10G XHHW-2 RTU-1 TB-3 SEAL OFF P-432 (1)1" GRS MFR - TB-3 P-3 REUSE EXISTING CONDUIT AND CABLE P-441 (1)1" PVC40 (4)#12, (1)#12G XHHW-2 RTU-1 GEN-1 REUSE EXISTING CONDUIT AND CABLE C-401 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-1 SEAL OFF P-1 OVERTEMP/SEAL FAIL C-402 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-2 SEAL OFF P-2 OVERTEMP/SEAL FAIL C-403 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-3 SEAL OFF P-3 OVERTEMP/SEAL FAIL C-404 (1)1" GRS (2)MFR - RTU-1 LSL-1, LSH-1 SEAL OFF & TB-4 REUSE EXISTING CONDUIT S-401 (1)1" GRS (3)TSP - RTU-1 TB-4 (1) LEVEL SIGNAL, (2) SPARES TERMINATE SPARE WIRES IN TB-4 S-402 (1)1" GRS MFR - TB-4 LE-1 SEAL OFF D-401 (1)1" GRS (2)COAX - RTU-1 ANTENNA PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 FINAL DESIGN FLOWER MEADOWS SITE PLAN DRAWING NO. 16 OF 25 E42 NOTFS-- RTU-1 F_ I 125A PDB, 240V, 3PH, 4W 1 15A / 4p P-1 I REVISIONS RVSS-1 L FROM UTILITY 3P, 4W, 480/277V SERVICE DISCONNECT F -11 UM-1 M I EUSERC UTILITY METER - --]I MTS-1 1 15A P-2 DATE I BY XFMR-1 30kVA 480-240/120V HIGH -LEG DELTA SECONDARY 125AF 30AT I 20A 20A 20A 3P 3P 1P I PM SPD PLC I O RCPT-1 DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN NAME: CEDAR HEIGHTS RTU-1 SERVICE v 3 VOLTAGE: 240 NEUTRAL BUS: YES LOCATION: CEDAR HEIGHTS LS GROUND BUS: YES FED FROM: CEDAR HEIGHTS SCHOOL PHASE: 3 MAIN BREAKER SIZE: 30 AMPS FEED (OCPD SIZE): WIRE: 4 MINIMUM BUS SIZE: 125 AMPS ENCLOSURE TYPE: NEMA 4X HERTZ: 60 FAULT CURRENT BRACING: 25k AMPS, RMS SYMMETRICAL CONNECTED LOAD ASSET NUMBER EQUIPMENT NAME OR LOAD LTG RCPT MOTOR HVAC MISC LARGEST LOAD LOAD LOAD DESCRIPTION VOLT PH HP AMPS KVA TYPE MOTOR SIZE UNIT P-1 PUMP 1 2 HP 208 3 2.0 7.5 2.7 LM 0.0 0.0 0.0 0.0 0.0 2.7 P-2 PUMP 2 PLC 2 HP 208 3 2.0 7.5 2.7 M 0.0 0.0 2.7 0.0 0.0 0.0 PLC 16 1 A 120 1 1 0.0 16.0 1.9 X 0.0 0.0 0.0 0.0 1.9 0.0 Connected Totals: 0.00 0.001 2.701 0.00 1 1.92 2.70 CEDAR HEIGHTS RTU-1 SERVICE LOAD CALCULATION CONNECTED KVA METHOD NEC DEMAND CALC. KVA TOTAL LIGHTING (L) LOAD: L 0.00 ALL @ 125% 0.00 TOTAL RECEPTACLE (R) LOAD: R 0.00 FIRST 10KVA @ 125% 0.00 REMAINDER OVER 10KVA 50% 0.00 TOTAL MOTOR (M) LOAD: M 2.70 ALL @ 100% 2.70 LM 2.70 125% OF LARGEST 125% 3.38 TOTAL HVAC (H) LOAD: H 0.00 ALL @ 125% 0.00 TOTAL MISCELLANEOUS (X) LOAD: X 1.92 ALL @ 125% 2.40 TOTAL KVA: 7.32 KVA 8.48 KVA AVERAGE AMPS @ 240 volts 17.62 AMPS 20.40 AMPS PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 OEXISTING DISTRIBUTION TRANSFORMER SECONDARY IS HIGH -LEG DELTA. DO NOT USE THE HIGH LEG PHASE FOR EQUIPMENT REQUIRING 120VAC PHASE -TO -NEUTRAL POWER. CEDAR HEIGHTS ONE -LINE FINAL DESIGN DRAWING NO. 17 OF 25 E51 N[1TFS- CHAIN LINK FENCE BOUNDARY SERVICE DISCONNECT ANTENNA MAST NEW RACK ADDITIONO 1 RCPT-1 UM-1 MTS-1 771 4 TB-1 TB-2 4 C-503 I EXISTING RACK AND POSTS / S-502 2 LE \ 1 P-1 M � O LSH 1 ® WET WELL P-2 I 2 LSL M 1 / O1 WET WELL CLASS I, DIVISION 2 BOUNDARY CEDAR HEIGHTS SITE PLAN SCALE. 1 - 1 -0 Z REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN OCLASS I, DIVISION 1, GROUP D SPACE INSIDE WET WELL. CLASS I, DIVISION 2, GROUP D OUTSIDE WET WELL UP TO T FROM OPENING AND 18" ABOVE GRADE. PROVIDE SEAL -OFFS ABOVE GRADE. 0 00ORDINATE LEVEL FLOAT AND ELEMENT MOUNTING ELEVATION WITH THE CITY. 0 DEMOLISH EXISTING RTU. INSTALL RTU PANEL IN PLACE. 0 TB-1 AND TB-2 SHALL BE RATED CLASS I, DIVISION 2 EXPLOSION -PROOF. 5. NOT ALL CONDUIT BETWEEN PANELS ARE SHOWN, FOR CLARITY. OCONTRACTOR SHALL ADD ADDITIONAL RACK TO ACCOMMODATE SPACE FOR THE NEW PANEL EQUIPMENT. 0 TB-4 SHALL BE NEMA 4X, 6"H x 6"W x 4"D MINIMUM DIMENSIONS. INSTALL LEVEL ELEMENT MOISTURE BARRIER IN TB-4. PROVIDE SEAL -OFF BETWEEN TB-4 AND WET WELL. CONDUIT AND CABLE SCHEDULE v2.0 CONDUIT QTY & CONDUIT WIRE NUMBER SIZE TYPE WIRE FILL TYPE FROM TO VIA REMARKS P-501 (1)1" GRS (3)#10, (1)#10G XHHW-2 DS-1 RTU-1 P-511 (1)1" GRS (3)#12, (1)#12G XHHW-2 RTU-1 TB-1 SEAL OFF P-512 (1)1" GRS MFR - TB-1 P-1 REUSE EXISTING CONDUIT AND CABLE P-521 (1)1" GRS (3)#12, (1)#12G XHHW-2 RTU-1 TB-2 SEAL OFF P-522 (1)1" GRS MFR - TB-2 P-2 REUSE EXISTING CONDUIT AND CABLE C-501 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-1 SEAL OFF P-1 OVERTEMP/SEAL FAIL C-502 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-2 SEAL OFF P-2 OVERTEMP/SEAL FAIL C-503 (1)1" GRS (2)MFR - RTU-1 LSL-1, LSH-1 SEAL OFF & TB-4 REUSE EXISTING CONDUIT S-501 (1)1" GRS (3)TSP - RTU-1 TB-4 (1) LEVEL SIGNAL, (2) SPARES TERMINATE SPARE WIRES IN TB-4 S-502 (1)1" GRS MFR - TB-4 LE-1 SEAL OFF D-501 (1)1" GRS (2)COAX - RTU-1 ANTENNA PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 CEDAR HEIGHTS SITE PLAN FINAL DESIGN DRAWING NO. 18 OF 25 E52 BUILDING RTU-1 OOAF 90AT I TB-3 OCU-1 FROM UTILITY 3P, 4W, 480/277V G N ATS-1 UM-1 M I EUSERC UTILITY METER -11 DS-1 SERVICE ENTRANCE FUSED DISCONNECT SWITCH 11 XFMR-1 l� ii 5kVA MTS-1 L.GEN-1 RCPT-1 100A PUB, 480V, 3PH, 4W 20A1P 35A 35A 3P 3P Q CONTROLS P-1 RVSS-1 20 P-2 P-621 ; P-622 REVISIONS DATE By DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN PNL-B LOAD CENTER 240/120V 100A P-603 I NAME: SEDGWICK PNL-A SERVICE v 3 VOLTAGE: 480 NEUTRAL BUS: YES LOCATION: SEDGWICK LS GROUND BUS: YES FED FROM: PSE UTILITY PHASE: 3 MAIN BREAKER SIZE: 100 AMPS FEED (OCPD SIZE): WIRE: 4 MINIMUM BUS SIZE: 100 AMPS ENCLOSURE TYPE: NEMA 1 HERTZ: 60 FAULT CURRENT BRACING: 25k AMPS, RMS SYMMETRICAL CONNECTED LOAD ASSET NUMBER EQUIPMENT NAME OR LOAD LTG RCPT MOTOR HVAC MISC LARGEST LOAD LOAD LOAD DESCRIPTION VOLT PH HP AMPS KVA TYPE MOTOR SIZE UNIT P-1 PUMP 1 20 HP 480 3 20.0 27.0 22.4 LM 0.0 0.0 0.0 0.0 0.0 22.4 HP 480 3 20.0 27.0 22.4 M 0.0 0.0 22.4 0.0 0.0 0.0 P-2 PUMP 2 20 XFMR-1 PNL-B TRANSFORMER 5 2 KVA HP 480 480 1 3 0.0 1 2.0 10.4 3.41 5.0 2.8 X M 0.0 1 0.0 0.0 0.0 0.0 2.8 0.0 0.0 5.0 0.0 0.0 0.0 OCU-1 ODOR CONTROL UNIT Connected Totals: 1 0.00 0.00 25.27 0.00 5.00 22.45 SEDGWICK PNL-A SERVICE LOAD CALCULATION: CONNECTED KVA METHOD NEC DEMAND CALC. KVA TOTAL LIGHTING (L) LOAD: L 0.00 ALL @ 125% 0.00 TOTAL RECEPTACLE (R) LOAD: R 0.00 FIRST 10KVA @ 125% 0.00 REMAINDER OVER 10KVA 50% 0.00 TOTAL MOTOR (M) LOAD: M 25.27 ALL @ 100% 25.27 LM 22.45 125% OF LARGEST 125% 28.06 TOTAL HVAC (H) LOAD: H 0.00 ALL @ 125% 0.00 TOTAL MISCELLANEOUS (X) LOAD: X 5.00 ALL @ 125% 6.25 TOTAL KVA: 52.72 KVA 59.58 KVA AVERAGE AMPS @ 480 volts 63.41 AMPS 71.67 AMPS PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 SEDGWICK ONE -LINE FINAL DESIGN DRAWING NO. 19 OF 25 E61 N[1TFS- 0 CHAIN LINK FENCE BOUNDARY XFMR-1 DISCONNECT \SWITCH MCB-1 UTILITY DISCONNECT SWITCH ANTENNA MAST GENERATOR DISCONNECT SWITCH GEN-1 1 WET WELL CLASS I, DIVISION 2 BOUNDARY P-1 � XFMR-1 / � SEDGWICK POND SITE PLAN SCALE: 1/4" = V-0" N REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN WET WELL ACCESS VAULT OCLASS I, DIVISION 1, GROUP D SPACE INSIDE WET WELL. CLASS I, DIVISION 2, GROUP D OUTSIDE WET WELL UP TO T FROM OPENING AND 18" ABOVE GRADE. PROVIDE SEAL -OFFS ABOVE GRADE. 0 00ORDINATE LEVEL FLOAT AND ELEMENT MOUNTING ELEVATION WITH THE CITY. 0 DEMOLISH EXISTING MOTOR STARTER PANEL. INSTALL NEW RTU IN PLACE. 0 TB-1, TB-2 AND TB-3 SHALL BE RATED CLASS I, DIVISION 2 EXPLOSION -PROOF. 5. NOT ALL CONDUIT BETWEEN PANELS ARE SHOWN, FOR CLARITY. SOME EXISTING EQUIPMENT IS NOT SHOWN FOR CLARITY OF NEW EQUIPMENT. OTB-4 SHALL BE NEMA 4X, 6"H x 6"W x 4"D MINIMUM DIMENSIONS. INSTALL LEVEL ELEMENT MOISTURE BARRIER IN TB-4. PROVIDE SEAL -OFF BETWEEN TB-4 AND WET WELL. CONDUIT AND CABLE SCHEDULE v2.0 CONDUIT QTY & CONDUIT WIRE NUMBER SIZE TYPE WIRE FILL TYPE FROM TO VIA REMARKS P-601 (1)1-1/4" GRS (3)#2, (1)#8G XHHW-2 DS-1 RTU-1 SEAL OFF REUSE EXISTING CONDUIT AND CABLE P-603 (1)1" GRS (3)#12, (1)#12G XHHW-2 PNL-B RTU-1 P-611 (1)1" GRS (3)#8, (1)#8G XHHW-2 RTU-1 TB-1 P-612 (1)1" GRS MFR - TB-1 P-1 REUSE EXISTING CONDUIT AND CABLE P-621 (1)1" GRS (3)#8, (1)#8G XHHW-2 RTU-1 TB-2 SEAL OFF P-622 (1)1" GRS MFR - TB-2 P-2 REUSE EXISTING CONDUIT AND CABLE C-601 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-1 SEAL OFF P-1 OVERTEMP/SEAL FAIL C-602 (1)1" GRS (2)#14, #14G XHHW-2 RTU-1 TB-2 SEAL OFF P-2 OVERTEMP/SEAL FAIL C-603 (1)1" GRS (2)MFR - RTU-1 LSL-1, LSH-1 SEAL OFF & TB-4 REUSE EXISTING CONDUIT S-601 (1)1" GRS (3)TSP - RTU-1 TB-4 (1) LEVEL SIGNAL, (2) SPARES TERMINATE SPARE WIRES IN TB-4 S-602 (1)1" GRS MFR - TB-4 LE-1 SEAL OFF D-601 (1)1" GRS (2)COAX - RTU-1 ANTENNA PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 SEDGWICK POND SITE PLAN FINAL DESIGN DRAWING NO. 20 OF 25 E62 \1r1Tr[%. I REVISIONS DATE I BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN AP` rlM I AAITCAIAIA 2O GEN-1 I I I I PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 0 TRIPLEX PUMP STATION EQUIPMENT ONLY APPLICABLE FOR FLOWER MEADOWS. OGENERATOR AND ATS ETHERNET CONNECTION ONLY APPLICABLE FOR EAGLE CREST. 0 PROVIDE A GE MCR ORBIT LN4 RADIO WITH THE FOLLOWING CARDS: a. SLOT 1: L4E 406.1-470 MHz RADIO. b. SLOT 2: CELLULAR 4G LTE, VERIZON CARRIER. LEGEND COAXIAL ETHERNET 24VDC POWER TYPICAL NETWORK BLOCK DIAGRAM FINAL DESIGN DRAWING NO. 21 OF 25 101 NOTES: 0 0 0 ® �1 DO 0 IFNI/ Irm-milm F 1-9 1 co) F-201 0 0 DZI 0 F237 0 F241 0 vl 0 0 IEN �I� 0 SWING OUT PANEL DETAIL 1 SCALE: NONE REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN 3-0" PANEL INTERIOR DETAIL 2 SCALE: NONE PROJECT NAME NAMEPLATE SCHEDULE NAME PLATE LINE TEXT 01 1 RUNTIME 2� 1 RUNTIME 0 1 RUNTIME ® 1 PUMP 1 0 1 PUMP 2 © 1 PUMP 3 7� 1 HAND OFF AUTO ® 1 RUNNING 0 1 HAND OFF AUTO 10 1 RUNNING EEI 1 HAND OFF AUTO 12 1 RUNNING 13 1 2 SOFT START FAULT RESET 14 1 SEAL FAIL 15 1 2 SOFT START FAULT RESET Fl-61 1 SEAL FAIL 17 1 2 SOFT START FAULT RESET 18 1 SEAL FAIL 19 1 START 20 1 OVERTEMP 21 1 START F-221 1 OVERTEMP 23 1 START 24 1 OVERTEMP 25 1 2 SOFT START FAULT F-261 1 2 SOFT START FAULT 27 1 2 SOFT START FAULT 2 11 2 FORCE FLOAT MODE 29 1 2 FORCE FLOAT RESET 30 1 FLOAT MODE F-311 1 RUN TIMEOUT CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 0 TRIPLEX PUMP STATION EQUIPMENT ONLY APPLICABLE FOR FLOWER MEADOWS. PANEL INTERIOR IS A GENERAL ARRANGEMENT, AND NOT ALL COMPONENTS ARE SHOWN. REFER TO THE SPECIFICATIONS FOR REQUIRED COMPONENTS. FINAL DESIGN TYPICAL RTU PANEL LAYOUT DRAWING NO. 22 OF 25 102 L 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 CONTINUED UPPER RIGHT CONTINUED UPPER RIGHT 120 VAC 1 PH 60HZ N REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN CONVENIENCE RECEPTACLE FLOAT MODE WET WELL LEVEL HIGH CONTINUED UPPER RIGHT CONTINUED CONTINUED FROM FROM LOWER LEFT LOWER LEFT 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 CONTINUED ON DWG 104 LINE 1100 CONTINUED FROM LOWER LEFT PUMP 1 FLOAT CALL 5 SEC STAGGER START PUMP 2 FLOAT CALL 5 SEC STAGGER START PUMP 3 FLOAT CALL 0 FLOAT PUMP DOWN TIMER FLOAT PUMP DOWN TIME 60 SEC RUN TIMEOUT PUMP MINIMUM OFF TIMER FLOAT PUMP DOWN RUN TIMEOUT CONTINUED ON DWG 104 LINE 1100 PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 NOTES: OTRIPLEX PUMP STATION EQUIPMENT ONLY APPLICABLE FOR FLOWER MEADOWS. FINAL DESIGN TYPICAL RTU WIRING DIAGRAM DRAWING NO. 23 OF 25 103 CONTINUED FROM DWG 103 LINE 1039 1100 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN CONTINUED FROM DWG 103 LINE 1039 24VDC PWR SUPPLY 1 24VDC PWR SUPPLY 2 PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 FINAL DESIGN TYPICAL RTU WIRING DIAGRAM CONTINUED DRAWING NO. 24 OF 25 104 WET WELL F-- - --] I I I I I I P-1 M MSH/TSH-1 ❑ I I I I I I SEA I I I P-2 M MSH/TSH-2 ❑ I I I I I I I I I SEA 1 OP-3 M L-----L- MSH/TSH-3 ❑ I I I I I I SEA I I I H I I I I I I H I I I H I I I L--�- C I I I I I I I I CONTINUE TOP RIGHT REVISIONS DATE BY DESIGNED C. CARLSON DRAWN J.VONDERAHE CHECKED M.CASANOVA APPROVED C. WITTMAN RTU-1 CONTINUE TOP RIGHT CONTINUE TOP RIGHT \1r1Tr[%. 1. REFER TO SPECIFICATION SECTION 40 6193 FOR PLC 1/0 SCHEDULE. OTRIPLEX PUMP STATION EQUIPMENT ONLY APPLICABLE FOR FLOWER MEADOWS. OFIELD VERIFY EXISTING TERMINATED GENERATOR AND ATS I/0, AND TERMINATE TO NEW PLC. GENERATOR AND ATS ONLY APPLICABLE FOR THE FOLLOWING LIFT STATIONS: a. GOLDEN POND b. EAGLE CREST c. FLOWER MEADOWS d. SEDGWICK 0 CONNECT TO CONTACTS FROM SEPARATE RELAYS FOR UTILITY AND EMERGENCY POSITION INDICATION. FROM BOTTOM LEFT FROM BOTTOM LEFT I I 1 WET WELL LEVEL LE-1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CR WET WELL LEVEL HIGH LSH-1�o-————————————— — — — — —— ISR-001 H WET WELL LEVEL LOW LSL-1°�o-�------------------- V GENERATOR FAULT FUEL LEAK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GENERATOR WARNING � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � GENERATOR RUNNING L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LOW FUEL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — oa— — — — —ATS IN UTILITY ATS-1 ATS IN EMERGENCY ) — 1001 — — — — — — — — — — — — — — — — — — — — — — — — — — — I lZS-1 RTU-1 INTRUSION IPB-1 p 1 O IPB-2 O 0 RTU-1 FLOAT MODE RESET IPB-3 O 0 RTU-1 FORCED FLOAT MODE CR-FM-3 RTU-1 IN FLOAT MODE PB-4 I PROJECT NAME CITY OF PORT ORCHARD SEWER LIFT STATION CONTROLS UPGRADE 216 PROSPECT STREET PORT ORCHARD, WA 98366 DAPiIn CAI II T FROM BOTTOM LEFT FINAL DESIGN TYPICAL CONTROL SYSTEM BLOCK DIAGRAM DRAWING NO. 25 OF 25 105