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HomeMy WebLinkAboutzS-3626Set"DI ECCENTRIC PLUG VALVE //� (FLxFL), W/ OPERATION NUT � ` EXTENSION AND VALVE BOX, SEE DETAIL V-6" Cos 8' DI PIPE (FLxFL) APPROX. 4'-0' LENGTH W DI TEE (FLxFLxFL) 8' DI ECCENTRIC PLUG VALVE WIY4 TURN )PERATION NUT (FLxFL) 8' DI PIPE (FLxFL) — APPROX V -0"LENGTH I 6" DI PIPE (FLxFL) 6" DI FCA, TYP. OF 3 6" DI COUPLING APPROX. 2' -9' LENGTH 6" DI ECCENTRIC PLUG VALVE (FLxFL), WI Y4 TURN OPERATION NUT, TYP. OF 2. (RJxRJ), TYP. OF 2 LOCATION OF PIPE (F PROVIDE ONE OPERATION NUT HANDLE. (F DI SWING CHECK VALVE LxFL), TYP. OF 2 r SUPPORT, SEE DETAIL COS PRESSURE ES GAUGE, TYP. F 4, 7 / TAP ASSEMBLY FOR J POLY- PIGGING PORT, SEE JJ ETAIL 60 THIS SHEET 0 PER P ICCENTRIC PLUG VALVE 10 o 1— 2' -3" RIM 6' DI PIPE (FLxFL) 6" DI SPOOL (FLxPE) APPROX. 12" DEEP SUMP J 6" DI SPOOL (PExFL) APPROX. V-3' LENGTH V -1" LENGTH, TYP. OF 2 AND SUMP PUMP APPROX. 4' -9" LENGTH, TYP. OF 2 I I TY 1' -9' II P.0 jl + V -2' !I 6' DI SPOOL (PExPE) APPROX. 4'-8' LENGTH, TYP. OF 2 PROPOSED LIFT STATION MECHANICAL PLAN Y27 = 1' -0" SUMP PUMP DISCHARGE PIPE, PROVIDE ISOLATION AND CHECK VALVES NEAR SUMP PUMP PUMP RAIL WET WELL PASSIVE VENT - SEE DETAIL CHECK VALVE THIS SHEET FLOW METER �18A ECCENTRIC PLUG VALVE PRESSURE GAUGE, TYP. 6" DI BEND (VICxVIC), OF •' pp \ \ \ll?���III TYP. OF 2 SLOPE FLOORS AT 2% TOWARDSSUMP %" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL LID Y2 ANGLE, TYP. OF 2 8"x6V2" SS PLATE WET WELL LID " SHACKLE RODS, TYP. OF 3 LOCATIONS, PIPE SUPPORT, TYP. SEE 60 FOR DETAILS C05 .D PUMP RAIL CONNECTION BRACKET BOLT AND NUT, TYP. OF 4 MP RAIL / SECTION PLAN ALL HARDWARE AND COMPONENTS SHALL BE STAINLESS STEEL PUMP RAIL CONNECTION DETAIL ;,4 = 1, -0" All IT IJll\111 01 15 1 9 all ulV 6" DI SPOOL (FLxPE) APPROX. 114" LENGTH, TYP. OF 2 4111104S.,11.11:11lllul] 6 'x4' DI REDUCER (FLxFL) e MECHANICAL ELEVATION 0 X. = I,-O" SUBMERSIBLE PUMP, TYP. ACCESS HATCH OPENING, TYP. 8" PVC GRAVITY Al INFLUENT PIPE, SEE PLAN FOR DETAILS J. t. ° r �• ''s r 3' PVC WET WELL PASSIVE VENT, APPROX. 12'-0' LENGTH, SEE DETAIL 60 Coo D GRATING & RAILING ELIMINATED FULL LENGTH LADDER ADDED 2% INFLUENT PIPE A � ry 8' PVC TEE (GxGxG) A / L Cos 6' DI PIPE (FLxFL) APPROX. T -11" ". 6' DI FLOW METER (FLxFL) ,. INFLUENT PIPES O T-0LLEN�GT11 �APPROX SHACKLE ROD, INFLUENT PIPE Ai OF 3 LOCATIONS 6' DI WYE (FLxFLxFL) 6' DI PIPE (FLxFL) I - - -- � APPROX, 3' -0" LENGTH - I 6' DI 45° BEND (FLxFL) TAP ASSEMBLY FOR J POLY- PIGGING PORT, SEE JJ ETAIL 60 THIS SHEET 0 PER P ICCENTRIC PLUG VALVE 10 o 1— 2' -3" RIM 6' DI PIPE (FLxFL) 6" DI SPOOL (FLxPE) APPROX. 12" DEEP SUMP J 6" DI SPOOL (PExFL) APPROX. V-3' LENGTH V -1" LENGTH, TYP. OF 2 AND SUMP PUMP APPROX. 4' -9" LENGTH, TYP. OF 2 I I TY 1' -9' II P.0 jl + V -2' !I 6' DI SPOOL (PExPE) APPROX. 4'-8' LENGTH, TYP. OF 2 PROPOSED LIFT STATION MECHANICAL PLAN Y27 = 1' -0" SUMP PUMP DISCHARGE PIPE, PROVIDE ISOLATION AND CHECK VALVES NEAR SUMP PUMP PUMP RAIL WET WELL PASSIVE VENT - SEE DETAIL CHECK VALVE THIS SHEET FLOW METER �18A ECCENTRIC PLUG VALVE PRESSURE GAUGE, TYP. 6" DI BEND (VICxVIC), OF •' pp \ \ \ll?���III TYP. OF 2 SLOPE FLOORS AT 2% TOWARDSSUMP %" ANCHOR BOLT, DRILL AND EPDXY INTO WET WELL LID Y2 ANGLE, TYP. OF 2 8"x6V2" SS PLATE WET WELL LID " SHACKLE RODS, TYP. OF 3 LOCATIONS, PIPE SUPPORT, TYP. SEE 60 FOR DETAILS C05 .D PUMP RAIL CONNECTION BRACKET BOLT AND NUT, TYP. OF 4 MP RAIL / SECTION PLAN ALL HARDWARE AND COMPONENTS SHALL BE STAINLESS STEEL PUMP RAIL CONNECTION DETAIL ;,4 = 1, -0" All IT IJll\111 01 15 1 9 all ulV 6" DI SPOOL (FLxPE) APPROX. 114" LENGTH, TYP. OF 2 4111104S.,11.11:11lllul] 6 'x4' DI REDUCER (FLxFL) e MECHANICAL ELEVATION 0 X. = I,-O" SUBMERSIBLE PUMP, TYP. ACCESS HATCH OPENING, TYP. 8" PVC GRAVITY Al INFLUENT PIPE, SEE PLAN FOR DETAILS J. t. ° r �• ''s r 3' PVC WET WELL PASSIVE VENT, APPROX. 12'-0' LENGTH, SEE DETAIL 60 Coo D GRATING & RAILING ELIMINATED FULL LENGTH LADDER ADDED 2% INFLUENT PIPE A � ry 8' PVC TEE (GxGxG) A / L MECHANICAL NOTES: 1. ALL CHECK VALVES, PLUG VALVES, AND GATE VALVES SHALL BE FUSION - BONDED EPDXY COATED INSIDE AND OUT. SEE SPECIFICATIONS. 2. PIPING IN WET WELL AND VALVE VAULT SHALL BE PAINTED PER SPECIFICATIONS. 8" PVC INFLUENT PIPE D ACCESS HATCH BLIND FLANGE 2ASS THREADED TAP 2" BRASS BALL VALVE ASS NIPPLE AS TIRED, TYP. OF 2 TAP ASSEMBLY DETAIL Mot NOT TO SCALE 6%1.1u143111.11:111L51� MECHANICAL OBLIQUE NOT TO SCALE S= 362610 SIGNED.' 01118113 SICNM 01/18/13 12. J Z Z Uj W a U zg �a O c cc U LU O ~ L h U i W N a Q 0 a J L- FORCEMAIN PIPE SUPPORT WFN - PLUG VALVE w iq NEERS NNERS CHECK VALVE NTIST S RH2 ENGINEERING, INC. http: / /*ww.rh2.com madboxB.h2. com 1.800.720.8052 BELLINGHAM 3W,,ff76.0636 454 West Horton Road BOTHELL azsssr.s"Do 22722 29th Drive SE. Suite 210 EAST WENATCHEE so3.666.zs"" 300 Siouan Street, Suite 5 RICHLAND sossassrer 114 Columbia Point Drive, Suitt C SILVERDALE 3s"s�s.vsso 2021 M'I I.A5l c Rd, Suite 107 TACOMA zs3��z3oss 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" REVISED TO CONFORM DRAWING IS NOT TO SCALE TO CONSTIR RECORDS IF BAR IS NOT 2" LONG nor: 1 ow No. / � DEB M01 RH2 INEERING INC. A raw.xo:MM /1\ I REVISED PER CONSTRUCTION RECORDS NO. REVISION A F3 5- 3,(07 & Dort: Nov 11, 2014' "o atxr: REN 10 MRJF MLM 09/16/14 .n6"D.: 112 -023 20 BY IRLVIEWI DATE vetx.ve UND— D— MOI.DWG GRAVITY ". ,. INFLUENT PIPES . INFLUENT PIPE Ai 6.39 Qt 8' PVC PIPE, APPROX. 2' -0' LENGTH, CUT END AS SHOWN. Q e .:. ; ° GROUT FILL, SLOPE AT 1HAV 'o •. s.:• '. �'• v TYP. ♦.• t �. '.r i•. ... 0. .y . 1. 1' MECHANICAL NOTES: 1. ALL CHECK VALVES, PLUG VALVES, AND GATE VALVES SHALL BE FUSION - BONDED EPDXY COATED INSIDE AND OUT. SEE SPECIFICATIONS. 2. PIPING IN WET WELL AND VALVE VAULT SHALL BE PAINTED PER SPECIFICATIONS. 8" PVC INFLUENT PIPE D ACCESS HATCH BLIND FLANGE 2ASS THREADED TAP 2" BRASS BALL VALVE ASS NIPPLE AS TIRED, TYP. OF 2 TAP ASSEMBLY DETAIL Mot NOT TO SCALE 6%1.1u143111.11:111L51� MECHANICAL OBLIQUE NOT TO SCALE S= 362610 SIGNED.' 01118113 SICNM 01/18/13 12. J Z Z Uj W a U zg �a O c cc U LU O ~ L h U i W N a Q 0 a J L- FORCEMAIN PIPE SUPPORT WFN - PLUG VALVE w iq NEERS NNERS CHECK VALVE NTIST S RH2 ENGINEERING, INC. http: / /*ww.rh2.com madboxB.h2. com 1.800.720.8052 BELLINGHAM 3W,,ff76.0636 454 West Horton Road BOTHELL azsssr.s"Do 22722 29th Drive SE. Suite 210 EAST WENATCHEE so3.666.zs"" 300 Siouan Street, Suite 5 RICHLAND sossassrer 114 Columbia Point Drive, Suitt C SILVERDALE 3s"s�s.vsso 2021 M'I I.A5l c Rd, Suite 107 TACOMA zs3��z3oss 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" REVISED TO CONFORM DRAWING IS NOT TO SCALE TO CONSTIR RECORDS IF BAR IS NOT 2" LONG nor: 1 ow No. / � DEB M01 RH2 INEERING INC. A raw.xo:MM /1\ I REVISED PER CONSTRUCTION RECORDS NO. REVISION A F3 5- 3,(07 & Dort: Nov 11, 2014' "o atxr: REN 10 MRJF MLM 09/16/14 .n6"D.: 112 -023 20 BY IRLVIEWI DATE vetx.ve UND— D— MOI.DWG PRESSURE GAUGE, SEE SPECIFICATIONS Y2" STAINLESS STEEL Y2" STAINLESS STEEL NIPPLE AS REQUIRED, -- DIAPHRAGM SEAL TYP. OF 3 Y2' STAINLESS STEEL TEE Y" STAINLESS STEEL BALL X\ .— VALVE, TYP. OF 2 Y2" STAINLESS STEEL THREADED TAP PROPOSED — r T/ FORCE MAIN PIPE PRESSURE GAUGE DETAILS MDi sa, NOT TO SCALE CLEVI: unrru 17Dnu17 HOLE IN CONCRETE WALL OVERSIZED TO FIT NPC WATERSTOP GROUTING RING AND PIPE PER MANUFACTURER'S RECOMMENDATIONS PROPOSED4 "AND LARGER PIPE PROVIDE NPC WATERSTOP GROUTING RING OR APPROVED EQUAL. SEAL FLUSH TO WALL FACE EACH SIDE WITH WATERTIGHT GROUT OR EQUIVALENT PIPE PENETRATION DETAILS 602 NOT TO SCALE S03 NOTE: ' PIPE AND CONDUIT PENETRATIONS LESS THAN 4' SHALL BE GROUTED WATER TIGHT AT BOTH SIDES. ALL PROPOSED CAST IN PLACE PENETRATIONS SHALL BE SEALED USING THE OMNI SLEEVE SIGMA FLANGE WITH THRUST RESTRAINT. " PRECAST OR CORED PIPE PENETRATIONS SHALL BE SEALED PER THE DETAILS ABOVE. TIE ROD SHACKLE ROD FITTING SCHEDULE - - -- SHACKLE ROD FITTING NUMBER SIZE — 4' 2 314" 6' 2 3l4' an 2 314' NUTASSEMBLY TIE BOLT TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS SHACKLE ROD DETAIL 603 NOT TO SCALE M01 8" SST ANCHOR BOLTS. EXTENDEDMORKING POSITION t NOTE: 1. ALL HARDWARE FASTENERS, CHAINS AND POSTS SHALL BE STAINLESS STEEL. THE POSTS INSIDE THE VALVE VAULT CAN BE GALVANIZED. 2. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 3. SAFETY CHAIN SHALL COVER ALL 4 SIDES OF HATCH OPENINGS ON THE VALVE VAULT. ACCESS HATCH SAFETY CHAIN DETAILS 5� NOT TO SCALE S03 NOTES: 1. LADDERS SHALL BE ALUMINUM INSIDE OF VALVE VAULT. LADDERS SHALL BE FRP WITH STAINLESS STEEL HARDWARE INSIDE OF WETWELL. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 HATCH CURB OPENING BAR 3', 212 "xV2" BRACKETS T &B, 8' O.C. MAX. VERTICAL SPACING SST LADDER SAFETY POST, BILCO LADDER -UP OR EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STRINGERS, FB 2Y "Xy" LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALLIRISER ACCESS HATCH LIMITS —\ — - — — - —A -- — 18" 7" MIN. 1� DIA. RUNGS, EQUALLY J u SPACED VERTICALLY @ 12 O.C. PLAN 12" 2" TYP. ACCESS LADDER DETAIL 505 NOT TO SCALE S03 \C4 11 1479= "CH SLEEVE EA SIDE TO ;EIVE EYE BOLT SO THAT CH MAY CLOSE ITEEL POST STEEL POST BEARING BOLT WITH COTTER PIN SST SLEEVE PROVIDE ADDITIONAL DIAGONALBRACKETS AT TOP CONNECTION %" CONCRETE ANCHORS, (TYP-) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE WITH %" CONCRETE ANCHORS AS REQUIRED STANDON ADJUSTABLE PIPE SUPPORT 2"O GALVANIZED STEEL PIPE (2) 518 "0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. VERTICAL PIPE SUPPORT DETAIL NOT TO SCALE ENTIRE LENGTH 4.25 "DIA. 118" MIN. THICKNESS IIBidiM11aIIILy[IN *11 pli&*Y01110:19 1" DIA SOLID METAL - STOCK, LENGTH AS REQUIRED "SETSCREW 2.25" INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION 6006 OPERATION NUT EXTENSION PER DETAIL 606 THIS SH! C05 VALVE BOX, PER CITY OF RENTON STANDARD DETAIL INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. ECCENTRIC PLUG VALVE (FLxFL), FOR GEAR ACTUATORS, CONTRACTOR SHALL ORIENT PLUG VALVE SO SEAT IS TOP OF VALVE AND PLUG ROTATES UP 90" TO OPEN, AND WHEN CLOSED FLOW IS AGAINST FACE OF PLUG FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. :KFILL AROUND VALVE WITH 11PACTED CRUSHED ROCK FLOW PROVIDE 4' THICK CONCRETE SUPPORT BLOCK UNDER VALVE, TYP ISOLATION VALVE DETAIL 607 NOT TO SCALE CO2 REVISED TO CONFORM I TO CONSTRU ION RECORDS Sm36261 4 RH2 E NEERING INC. 4ATE SIGNED.- 01/17/73 SIGNED; 01/17/13 WL E N G I N E E RS PLANNERS SCIENTISTS Mw RH2 ENGINEERING, INC. http: / /%ww.rh2,com mailbox@rh2. com 1.800.720.8052 BELLINGHAM 3so.ns.oe3s 454 West Horton Road BOTHELL v5ssr saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE soe.essasoo 300 S'ma0 Street, Suite 5 RICHLAND 5098 ,vl9f 114 Columbia Point Drive. Suite C SILVERDALE 360.3'la.7060 2021 NW online Rd, Suite 107 TACOMA ss3.z�z3oss 521 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ROT: 1 DwD "o. o,aexa, DEB COs xvrm: MM D"Te Nov 11, 2014 %ffTW ncxr. REN ne rw.� 112 -023 7n U) Q J p U Z � J W � W D Za v Uj Zcc Q UjZ Q U LU C) 2 ad ULL. Q E N G I N E E RS PLANNERS SCIENTISTS Mw RH2 ENGINEERING, INC. http: / /%ww.rh2,com mailbox@rh2. com 1.800.720.8052 BELLINGHAM 3so.ns.oe3s 454 West Horton Road BOTHELL v5ssr saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE soe.essasoo 300 S'ma0 Street, Suite 5 RICHLAND 5098 ,vl9f 114 Columbia Point Drive. Suite C SILVERDALE 360.3'la.7060 2021 NW online Rd, Suite 107 TACOMA ss3.z�z3oss 521 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ROT: 1 DwD "o. o,aexa, DEB COs xvrm: MM D"Te Nov 11, 2014 %ffTW ncxr. REN ne rw.� 112 -023 7n Q H p U Z � J � E N G I N E E RS PLANNERS SCIENTISTS Mw RH2 ENGINEERING, INC. http: / /%ww.rh2,com mailbox@rh2. com 1.800.720.8052 BELLINGHAM 3so.ns.oe3s 454 West Horton Road BOTHELL v5ssr saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE soe.essasoo 300 S'ma0 Street, Suite 5 RICHLAND 5098 ,vl9f 114 Columbia Point Drive. Suite C SILVERDALE 360.3'la.7060 2021 NW online Rd, Suite 107 TACOMA ss3.z�z3oss 521 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ROT: 1 DwD "o. o,aexa, DEB COs xvrm: MM D"Te Nov 11, 2014 %ffTW ncxr. REN ne rw.� 112 -023 7n iAC13- S—"36:::) b 1 1 H. O Qi e• �\ gg0(8tL4� 1Is IAiAI, >� ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURES /DEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND n CIRCUIT BREAKER SERVICE ENTRANCE, SPDT - SINGLE POLE, DOUBLE THROW INDICATOR LIGHT RELAY INDICATOR LIGHT SIGNEk 01118113 XXXM( -CB SIZE & NO. OF POLES ET - ELECTRONIC TRIP SWITCHGEAR,MOTORCONTROL CENTER, OR PANELBOARD O FLUORESCENT FIXTURE D SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW RELAY A -AMBER G -GREEN nZ TR -Timed relay B BLUE R RED 123 MILL TM- THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR SURFACE MOUNTED WALL/CEILING MOUNTED FIXTURE WP - WEATHER -PROOF GFI - GROUND FAULT INTERRUPT - - CR - Control relay y C -CLEAR W -WHITE `9t• +` m o SE- SERVICE ENTRANCE PANELBOARD P -POWER GFI - GROUND FAULT INTERRUPTER C- CONTROL J INSTRUMENTATION LIMIT SWITCH FLOAT SWITCH 1 �— FUSE FLUSHED MOUNTED EMERGENCY LIGHT WITH SELF - PC -POWER &CONTROL O LIMIT SWITCH, NORMALLY OPEN FLOAT SWITCH, NORMALLY OPEN Aoeur s� FUSED DISCONNECT SWITCH PANELBOARD ® CONTAINED BATTERY CJ - CONTROL & INSTRUMENTATION PLUG -IN CONNECTION CKT. - CIRCUIT LIMIT SW TCH FLOAT SWITCH SIGNER 01/18/13 RTM RUN TIME METER FIELD CONTROL STATION WITH NEMA REQUIREMENTS. SURFACE OR PENDANT MOUNTED O FIXTURE C.O. - CONDUIT ONLY N.L. - NIGHT LIGHT LIMIT SWITCH, NORMALLY CLOSED O �� FLOAT SWITCH, �� NORMALLY CLOSED V ® MOTOR OPERATION COUNTER N1- NEMA 1 O RECESSED FIXTURE AL. - ALUMINUM CU.- COPPER j�N3R- SSRVS - SOLID STATE NEMA3R N4 - NEMA 4 N4SS - NEMA 4 STAINLESS STEEL MD MOTION DETECTOR HOA HAND-OFF -AUTO SWITCH ETM RUN TIME METER TIME DELAY CONTACT PUSHBUTTON O TIME DELAY CONTACT, NORMALLY PUSHBUTTON, OPEN, TIME TO CLOSE NORMALLY CLOSED D*4 REDUCED VOLTAGE N4F - NEMA 4 FIBERGLASS PHOTO CONTROL CELL OC OPERATION COUNTER N8 -NEMA 6 STARTER VARIABLE FREQUENCY DRIVE N12 - NEMA 12 GASKETED EQUIPMENT MOUNTING STAND MRIL MOTOR RUN INDICATION LIGHT SFIL SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY PUSHBUTTON, NORMALLY OPEN CLOSED, TIME TO OPEN O O SWITCH OUTLETS S ® STANDARD SWITCH, 20 AMP MOTOR STARTER ® 3 -WAY SWITCH,120VAC, 20 AMP S ®SWAY MOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT THERMOSTAT THERMOSTAT SWITCH, TIME DELAY CONTACT, NORMALLYp NORMALLY OPEN INDICATE TYPE BY LETTER INSTRUMENT METER A B MOTOR STARTER W/ OPERATOR HEATER, WATTAGE NOTED S O 3- POSITION SWITCH, 120VAC, 20 "1�\� OPEN, TIME TO OPEN � z CD AMP, LABEL SWITCH POSITION DEVICES A - HAND-OFF -AUTO ® EQUIPMENT CONNECTION HOA HOA HAND -OFF- MOTION OR PHOTO V A- AMMETER VAR - VARMETER AH - AMPERE -HOUR VARH - VARHOUR METER TIME DELAY CONTACT THERMOSTAT TIME DELAY CONTACT, NORMALLY THERMOSTAT SWITCH, ��O W S S B - OPERATIONAL COUNTER PF -POWER FACTOR W- WATTMETER CLOSED, TIME TO CLOSE NORMALLY CLOSED W C -RUN TIME METER D RUN LIGHT M SINGLE PHASE MOTOR. SINGLE -POLE DEE PILOT- LIGHTED P AM V- VOLTMETER WH - WATTHOUR METER RELAY CONTACT, NC (,� Q - E LIGHT HORSEPOWER AS NOTED S DOUBLE -POLE 2 S KEY - OPERATED k VA- VOLTAMMETER FLOWSWTCH —I+— RELAY CONTACT, INSTANTANEOUS Q Z RACEWAYLEGEND -FAIL F- EMERGENCYSTOP 100 MOTOR. O S THREE WAY 3 S LOW VOLTAGE LV CHANGE O FLOWSWITCH, NORMALLY OPEN RELAY CONTACT, NO J O VJ 5 (F PLM LEGEND OK KIRK KEY INTERLOCK HORSEPOWER HORSEPOWER AS S FOUR WAY S MASTER � � W � LU 4 M P PROPOSED POWER 1z W POWER TRANSFORMER NOTED HP SINGLE PHASE MOTOR. S DIMMER D ❑� PUSHBUTTON TEL PROPOSED TELEPHONE PRESSURE SWITCH FLOWSWITCH Z Z ^^ CONTROL POWER TRANSFORMER q HORSEPOWER AS NOTED >EU+ PROPOSED INSTRUMENTATION O FLOWSWITCH, PRESSURE SWITCH, NORMALLY OPEN NORMALLY CLOSED O J a FIRE SYSTEM SYMBOLS TRANSFORMER ELECTRICAL PLUG OH HEAT DETECTOR U. S SMOKE DETECTOR O F° PROPOSED FIBER OPTICS PRESSURE SWITCH V) CURRENTTRANSFORMER Eh DISCONNECT SWITCH ❑D FIRE ALARM DISPATCH STROBE ALARM NWING ORFACILITY PitDGFNO EXPOSED RACEWAY n r n PRESSURE SWITCH, i 2 POLE SWITCH F� �y NORMALLY CLOSED VOLTAGE TRANSFORMER FUSED DISCONNECT SWITCH ❑A FIRE ALARM AUDIBLEISUAL ALARM N _ _ _ _ _CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY U J W ❑F FIRE ALARM MANUAL PULL STATION J COMBINATION MOTOR E HOME RUN TO PANELBOARD OR AS � W CONTACTOR STARTER AND DISCONNECT ADDITIONAL SYMBOLS INDICATED���� Q CAPACITOR SWITCH O SOUND SYSTEM SPEAKER ( CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTE D 3 POLE SWITCH D Z I v SOUND SYSTEM VOLUME CONTROL � ENGINE GENERATOR FLEXIBLE CONDUIT GENERATOR CONNECTION DOORBELL I i CONDUIT RUN. HATCH MARKS INDICATE p�0 RECEPTACLE NUMBER OF CONDUCTORS VALVE SYMBOLS SOLID NEUTRAL VNI CALLOUT INDICATING CONDUIT SIZE, NUMBER AND SIZE OF WIRE. RECEPTACLES AND JUNCTION BOX SYMBOLS PILOT VALVE SOLENOID QJ CEILING JUNCTION BOX Y27 GRG 2�t12 ® TERMINAL BLOCK ISCIENTISTS WALL JUNCTION BOX CALLOUT INDICATING CONDUIT PER ENGINEERS VALVE 200 SCHEDULE GENERAL NOTES PLANNERS SURGE PROTECTION DEVICE FJ FLOOR JUNCTION BOX CONDUIT BENT UP OR TOWARD 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. SPD SURGE PROTECTION DEVICE DUPLEX WALL RECEPTACLE, 120V IN I CHECK VALVE CONDUIT BENT DOWN OR AWAY RH2 ENGINEERING, INC. nail: rn2.com 0 01 (ALTERNATIVE) WP = WEATHERPROOF 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL oxii mOlroorEAn2 cam Laoo.no.e0sz G = GROUNDED 7 CAPPED CONDUIT EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE BELLJNGHAM 3co.eic.taaw GROUNDING SYSTEM SYMBOLS IG = ISOLATED GROUND I �^ CONTROL VALVE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE 454 west Horton Road GF = GROUND FAULT INTERRUPTER w SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST BOTHELL °==.ss,.saso 22722 29th D,Iva SE. suite 2`0 ELECTRICAL & SIGNAL PLAN DEVICES GROUND EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT ELECTRICAL SITE PLAN SYMBOLS $ SV SOLENOID VALVE COIL ZS INTRUSION SWITCH — I� DOUBLE DUPLEX THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. EASE wENATCHee s e.e661B0a ,eo Simon sheet sitt s METAL PIPE GROUND SINGLE RECEPTACLE, 120V ¢ UTILITY POLE AND GUY WIRE O MOTORIZED VALVE COIL MD MOTION DETECTOR 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE e RICHLAND sos.eass,e, 114 Columbia Point o,me, suite C ■ CONNECTION POINT, EXOTHERMIC SINGLE RECEPTACLE, 208V HH MANHOLE OR HANDHOLE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES SILVERDALE 3eo ens.7sso WELD. CADWELD OR APPROVED O MOTOR LT LEVEL TRANSDUCER WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. 2021 Nw un1,e Rd, Suite 101 EQUAL. ® DUPLEX FLOOR RECEPTACLE, 120V © BURIED POWER VAULT OR MANHOLE TACOMA O GROUND ROD SIZED PER N.E.C. SPECIAL PURPOSE WALL 0 TELEPHONE VAULT OR PEDESTAL FS FLOOD SWITCH HE HEATING ELEMENT 73"75e 621 Pacific Avenue Suite 104 USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. VO RECEPTACLE, RATING AS NOTED Ls O O SCALE: SHOWN 0 Q CLOCK 0 FIBER OPTICS VAULT OR PEDESTAL PS LIMIT SWITCH PRESSURE SWITCH PIGTAIL, BARE COPPER, LENGTH AS REQUIRED, 8' MINIMUM. ❑TV TELEVISION on LUMINAIRE PB PANIC BUTTON PE PRESSURE ELEMENT o 1" 2" DRAWING IS NOT TO SCALE F BAR IS NOT T LONG —�— CONNECTION POINT, MECHANICAL, TELEPHONE I IE PAD -MOUNT TRANSFORMER OT THERMOSTAT SWITCH FE FLOW ELEMENT REVISED TO CONFORM ROT: 1 DC No. COMPRESSION TYPE. ROAD Zs INTRUSION SWITCH - KEY O ANALYSIS ELEMENT TO CONST ION RECORDS ENS CCA E01 MLM Q TELEPHONEIDATA WITH CABLE S=362612 °" H6`/ 11,2014 NiEEi/N�D. A RH2 E NEERING INC. DATE osNC REN • jr20 112 I9ENNIIF: LIND4K- LEGEND.DWG iAC13- S—"36:::) b 1 1 LIGHTING FIXTURE SCHEDULE PAD -MOUNT TRANSFORMER ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY.CATALOG NO. Al FLUORESCENT, LIGHT FIXTURE, 120 VAC, 4' -2' LONG, HIGH - IMPACT ACRYLIC LENS, MOLDED PI HDL 26100C WITH SERVICE ENTRANCE DISCONNECT 32WTB DUTY SERVICE RATED, 100% RATED CIRCUIT BREAKER, FIBERGLASS REINFORCED POLYESTER HOUSING, (2}32W LAMPS, ENERGY SAVING BALLAST, LITHONIA DM 2 32 ARDP 120 2 32 WATT 11/2" MOUNT TO CEILING U.L. LISTED FOR DAMP LOCATIONS 20 BQ AUTOMATIC TRANSFER SWITCH - NEMA 1, 60OV,100 -AMP. UTILITY METER A2 FLUORESCENT OUTDOOR AREA LIGHT - (2)42W FLUORESCENT LAMPS, 120 VAC BALLAST, 9"H, (3)- #3,(1)- #3N,(1) -#8 GRD MOUNT TOP OF PANEL 6' - O" FROM FINISHED GRADE. SEE SPECIFICATIONS 42 TRT ENGINE GENERATOR SET 13"W, 7 318'D, DIE -CAST ALUMINUM HOUSING, MOUNT TOP OF FIXTURE V ABOVE FINISHED GRADE, LITHONIA TWR12142TRT MVOLT PE LPI 2 42 WATT P5 PHOTOCELL INCLUDED, U.L. LISTED FOR WET LOCATIONS. MANUAL TRANSFER SWITCH ,'MTS' MODEL ANGEL (3)- #3,(1)- #3N,(1) -#8 GRD ENGINE GENERATOR BATTERY CHARGER A3 HIGH PRESSURE SODIUM OUTDOOR AREA LIGHT, 120 VAC, (1) -10OW HPS LAMP, SEE MOUNTING ADAPTEER R OR EQUAL AUTOMATIC TRANSFER SWITCH, '1 C) HPS BUILDING HEATER Q DETAILS ON DWG NO. E07. U.L LISTED FOR WET LOCATIONS. LITHONIA TFL 100S RA2120 SCWA FCRA 1 SQUARED EQUAL 20 LPI SEE SPECIFICATIONS 100 WATT it NUMBER OF LAMPS PER FIXTURE PAD -MOUNT TRANSFORMER ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE BY UTILITY ITEM DESCRIPTION MANUFACTURER MODEL NO. (QUANTITY) CONDUCTORS O SERVICE ENTRANCE DISCONNECT SWITCH - NEMA4, HEAVY PI HDL 26100C WITH SERVICE ENTRANCE DISCONNECT UTILITY POWER DUTY SERVICE RATED, 100% RATED CIRCUIT BREAKER, SQUARE D ENCLOSURE OR EQUAL P2 12470 - 480//277 - VOLT. 30 100 -AMP, 600VOLT,18,000 AMP INTERRUPTING RATING. 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD 20 BQ AUTOMATIC TRANSFER SWITCH - NEMA 1, 60OV,100 -AMP. UTILITY METER AUTOMATIC TRANSFER SWITCH, 'ATS' 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD MOUNT TOP OF PANEL 6' - O" FROM FINISHED GRADE. SEE SPECIFICATIONS SEE SPECIFICATIONS ENGINE GENERATOR SET © GENERATOR RECEPTACLE -100A, 480 VOLT, 4 -POLE, 3 -WIRE, APPLETON 1.20 ENGINE GENERATOR BLOCK HEATER P5 THREADED CAP, WEATHER PROOF. MANUAL TRANSFER SWITCH ,'MTS' MODEL ANGEL (3)- #3,(1)- #3N,(1) -#8 GRD ENGINE GENERATOR BATTERY CHARGER BUILDING HEATER P6 ADAPTEER R OR EQUAL AUTOMATIC TRANSFER SWITCH, '1 C) MANUAL TRANSFER SWITCH - NEMA1, DOUBLE THROW, BUILDING HEATER Q MODEL DTU363 OR (P7 AUTOMATIC TRANSFER SWITCH, 'ATS' NON -FUSED SAFETY SWITCH, 60OV,100 -AMP. SQUARED EQUAL 20 FLOAT SWITCH -SEE DETAIL ON DWG NO. E07 SEE SPECIFICATIONS SEE SPECIFICATIONS 1" C) LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS MOTOR CONTROL CENTER,'MCC' © CHECK VALVE LIMIT SWITCHES - CONTRACTOR SHALL SELECT SQUARED HEAVY DUTY TYPE C, P70 ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING PUMP NO. 1. P -1 LASS 9007 OR EQUAL PUMP MOTOR CABLES CONFIGURATION. SEE DETAIL ON DWG NO. E07. P11 MOTOR SPLICE HANDHOLE PUMP NO. 2, P -2 HQ TRANSIENT VOLTAGE SURGE SUPPRESSOR,'SPD' SEE SPECIFICATIONS SEE SPECIFICATIONS P!2 K 0 VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 OMEGA MODEL LVN -20 OR VA SEE DWG NO. E07 FOR DETAIL NOT USED THIS PLAN EQUAL © COOLING THERMOSTAT - SPDT,5 "F DIFFERENTIAL. RANGE T63lCll03OR LIGHTING PANEL, or ENGINE GENERATOR BLOCK HEATER - 0'- 100'F, SET AT 75 "F. MOUNT 4' -V ABOVE FINISHED FLOOR HONEYWELL EQUAL Q INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT DEDICATED SUMP PUMP RECEPTACLE HEAVY DUTY TYPE C, (2) - #12, (1) - #12 GRD ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE D CLASS 9007 OR OUTDOOR RECEPTACLE 314" CONFIGURATION. WIRE SWITCHES IN SERIES. EQUAL P17 NQ ELECTRICAL SPACE HEATER - 240 VAC, 1f , 3KW, WITH 24 3/4' MUH03 -210R VOLT CONTROL TRANSFORMER. MOUNT BOTTOM OF QMARK EQUAL 3/4" (2)- #12,(1) - #12 GRD HEATER 6' - 6' ABOVE FINISHED FLOOR. P19 LIGHTING PANEL, Or © HEATING THERMOSTAT- DPST, 3'F DIFFERENTIAL. RANGE (2)- #10,(1)- #10GRD T498B1512 OR Cl 40' -80 "F, SET AT 60 "F. MOUNT "' ABOVE FINISHED FLOOR HONEYWELL EQUAL MANUFACTURER FLOAT CABLES O KEYSWITCH- WEATHERPROOF ENCLOSURE, MOUNT4'ABOVE C2 1W7- B2-626 VALVE VAULT JUNCTION BOX 314" FINISHED GRADE. CONTRACTOR SHALL COORDINATE WITH BEST NO SUBSTITUTE C3 VALVE VAULT FLOOD SWITCH BEST ACCESS COMPANY (KENT, WA) TO PROVIDE CORE TO 3/4" (2) - #14, (1) - #14 GRD MEET CITY OF RENTON STANDARDS. FLOATI LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, 'RTU' 1" QT FLOWMETER- WITH REMOTE TRANSMITTER I SEE SPECIFICATIONS SEE SPECIFICATIONS GROUNDING PER PAD -MOUNT TRANSFORMER DETAIL THIS BY UTILITY SHEET. SOURCE DESTINATION UNDERGROUND PRIMARY (QUANTITY) CONDUCTORS SERVICE PER SERVING UTILITY REQUIREMENTS. 0 3. SEE DWG NO. E04 FOR CONTROL LOGIC DIAGRAMS. PI UTILITY TRANSFORMER SERVICE ENTRANCE DISCONNECT UTILITY POWER (3) - #3, (1) - #3 N 5. WATERPROOF SPLICE. SEE DETAIL ON DWG NO. E06 AMP P2 12470 - 480//277 - VOLT. 30 OUTSIDE J m I ©� I 0 110013 I / TM I 100% I RATED \10013 1 TM 100% RATED 0 r � I I MOTOR CONTROL CENTER, 48OV, 30,4W, 600A BUS, 42 KAIC WITHSTAND. I I 13013 / TM N SPD 0 MTS 0 I I I L- — — — — — — — — 5flKlY I GROUND PER I f N.E.C. ELECTRICAL NOTES CONDUIT AND CONDUCTOR SCHEDULE 1. MAIN REVENUE METERING. METER BASE AND PANEL SCHEDULE L CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS W 3. SEE DWG NO. E04 FOR CONTROL LOGIC DIAGRAMS. PI UTILITY TRANSFORMER SERVICE ENTRANCE DISCONNECT 1 1/2" (3) - #3, (1) - #3 N 5. WATERPROOF SPLICE. SEE DETAIL ON DWG NO. E06 AMP P2 MAIN DISCONNECT UTILITY METER 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD 20 20 P3 UTILITY METER AUTOMATIC TRANSFER SWITCH, 'ATS' 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD 20 0.28 P4 ENGINE GENERATOR SET MANUAL TRANSFER SWITCH ,'MTS' 11/2" (3)- #3,(1)- #3N,(1) -#S GRD 1.20 ENGINE GENERATOR BLOCK HEATER P5 GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH ,'MTS' 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD ENGINE GENERATOR BATTERY CHARGER BUILDING HEATER P6 MANUAL TRANSFER SWITCH, 'MTS' AUTOMATIC TRANSFER SWITCH, '1 1Ill (3)- #3,(1)- #3N,(1) -#8 GRD BUILDING HEATER Q 2P (P7 AUTOMATIC TRANSFER SWITCH, 'ATS' MOTOR CONTROL CENTER, 'MCC' 11/2" (3)- #3,(1)- #3N,(1) -#8 GRD 20 (PB F MOTOR CONTROL CENTER, 'MCC' MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE 20 P9 MOTOR CONTROL CENTER,'MCC' MOTOR SPLICE HANDHOLE 1" (3) - #10, (1) - #10 GRD, MOTOR SENSOR CABLE P70 MOTOR SPLICE HANDHOLE PUMP NO. 1. P -1 2" PUMP MOTOR CABLES P11 MOTOR SPLICE HANDHOLE PUMP NO. 2, P -2 2" PUMP MOTOR CABLES P!2 TELEMETRY PANEL, 'RTU' LIGHTING PANEL,' L' 314" (2)- #12,(1) - #12 GRD P' 3 NOT USED THIS PLAN 014 LIGHTING PANEL, or ENGINE GENERATOR BLOCK HEATER 314" (2) - #12, (1) - #12 GRD P15 LIGHTING PANEL, 'L' DEDICATED SUMP PUMP RECEPTACLE 314" (2) - #12, (1) - #12 GRD 016 LIGHTING PANEL, 'L' OUTDOOR RECEPTACLE 314" (2)- #12,(1) - #12 GRD P17 LIGHTING PANEL, 'L' SITE LIGHT 3/4' (2)- #10,(1) - #10 GRD P18 LIGHTiNGPANEL, 'L' ENGINE GENERATOR BATTERY CHARGER 3/4" (2)- #12,(1) - #12 GRD P19 LIGHTING PANEL, Or BUILDING HEATER 3/4' (2)- #10,(1)- #10GRD Cl WETWELL FLOATS FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 2" MANUFACTURER FLOAT CABLES C2 VALVE LIMIT SWITCHES VALVE VAULT JUNCTION BOX 314" (2)- #14,(1) - #14 GRD C3 VALVE VAULT FLOOD SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - #14, (1) - #14 GRD C4 FLOATI LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, 'RTU' 1" (6)- #14,(1) - #14 GRD CS BUILDING INTRUSION ALARM SWITCH TELEMETRY PANEL, '1 3/4" (2)- #14,(1) - #14 GRD CB I NOT USED THIS PLAN C7 I AUTOMATIC TRANSFER SWITCH,'ATS' ENGINE GENERATOR SET 3/4" (2) - #14, (1) - #14 GRD CB TELEMETRY PANEL, "RTU' ENGINE GENERATOR SET 314" (10) - #14, (1) - #14 GRD C9 VALVE VAULT JUNCTION BOX TELEMETRY PANEL, 'RTU' 314" (8)- #14,(1) - #14 GRD (CIT TELEMETRY PANEL, "RTU' MOTOR CONTROL CENTER, 'MCC' 1114" (30) - #14, (1) - #14 GRD C11 INTRUSION DISABLE SWITCH TELEMETRY PANEL, '1 314" (2)- #14,(1) - #14 GRD (C1TF VALVE VAULT INTRUSION SWITCH VALVE VAULT JUNCTION BOX 314" (2) - #14, (1) - #14 GRD (C1TF BUILDING DOOR INTRUSION SWITCH TELEMETRY PANEL, 'RTU' 314" (2)- #14,(1) - #14 GRD A TELEMETRY PANEL,'RTU' FLOW METER 11/2" MANUFACTURER'S CABLES 02 TELEMETRY PANEL,'RTU' ANTENNA NEW ON LIGHT POLEDi 1" ANTENNA CABLE d3 WETWELL LEVEL TRANSMITTER FLOATILEVEL TRANSMITTER SPLICE HANDHOLE 1' MANUFACTURER'S LEVEL TRANSMITTER CABLE (j�57 FLOATILEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, 'RTU' 1" MANUFACTURER'S LEVEL TRANSMITTER CABLE OUTSIDE J m I ©� I 0 110013 I / TM I 100% I RATED \10013 1 TM 100% RATED 0 r � I I MOTOR CONTROL CENTER, 48OV, 30,4W, 600A BUS, 42 KAIC WITHSTAND. I I 13013 / TM N SPD 0 MTS 0 I I I L- — — — — — — — — 5flKlY I GROUND PER I f N.E.C. ELECTRICAL NOTES 1. MAIN REVENUE METERING. METER BASE AND PANEL SCHEDULE L ENCLOSURE BY CONTRACTOR PER SERVING UTILITY Q REQUIREMENTS. METER BY PUGET SOUND ENERGY. 22 2. SERVICE ENTRANCE DISCONNECT SWITCH. W 3. SEE DWG NO. E04 FOR CONTROL LOGIC DIAGRAMS. 2 4 6 8 10 T12 14 16 18 4.(2) - 518" X 8' COPPER GROUND RODS SPACED APART AS U SHOWN ON DWG NO. E06. CIRCUIT DESCRIPTION 5. WATERPROOF SPLICE. SEE DETAIL ON DWG NO. E06 AMP (TYPICAL). I GND BUS - — INSIDE 1 ODA, 480V, 3m, 3W PORTABLE GENERATOR RECEPTACLE ONE -LINE DIAGRAM SERVICE ENTRANCE DISCONNECT SWITCH s/N PMR PHASE MONITOR RELAY l 25/2 POWER �/ TM 4I 10KVA, 10, 3W 2401120V 150/2 / TM L24 0IL2OV a a m 00 Z 0 r r Z z J 1— WET WELL GND BUS #6 MIN. BOND TO PIPE IN VALVE CONCRETE - � VAULT � REBAR MAT 4 / - UFER GROUNDING CONNECTION NO SCALE MCP MOTOR STARTER 7.5HP I I >MCP 7.5HP PUMP 1 PUMP 2 P -1 P -2 wE7_wELw1Ut7_CLA551 DN1i I AREA MOTOR STARTER I I HANDHOLE 06 SEAL -OFF, TYPICAL PROVIDE PLASTIC BL AT END OF CONDUIT TYPICAL. SIGNED. 01118,48 SIGNER 01/18/13 , A! PANEL SCHEDULE L W Q N0. L LOCATION: MCC SERVING: PUMP STATION Z W 1 3 5 7 9 11 13 15 17 2 4 6 8 10 T12 14 16 18 2401120 U VOLTS 3 WIRE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLES 0.54 20 20 0.28 SITE LIGHT EXTERIOR BUILDING LIGHTING 0 1.20 20 20 0.28 VALVE VAULT SUMP PUMP RECEPTACLE Q INDOOR BUILDING LIGHTING 0.08 20 20 1.20 ENGINE GENERATOR BLOCK HEATER TELEMETRY PANEL 0.50 20 20 0.50 ENGINE GENERATOR BATTERY CHARGER BUILDING HEATER 3.75 30 20 0.50 EXHAUST FAN AND INTAKE LOUVER BUILDING HEATER Q 2P 30 20 0.54 INTERIOR RECEPTACLE SPARE 20 20 - SPARE SPARE 20 SPACE SPACE CONNECTION LOAD: 9.37 KVA 39.04 AMPS DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 7.79 KVA 32.46 AMPS MCP MOTOR STARTER 7.5HP I I >MCP 7.5HP PUMP 1 PUMP 2 P -1 P -2 wE7_wELw1Ut7_CLA551 DN1i I AREA MOTOR STARTER I I HANDHOLE 06 SEAL -OFF, TYPICAL PROVIDE PLASTIC BL AT END OF CONDUIT TYPICAL. SIGNED. 01118,48 SIGNER 01/18/13 , A! ul W Q W Z W J U Q Za o 0 W Z � Z W z O J c W O� O J ci J V ul Q U Z W J ENGINEER S PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http: / /w"w.rh2.com moimoxmh2.com 1.800.720.8052 BELLINGHAM 3wu. e.663s 454 19est Horton Rood BOTHELL 4zs.esIs 22722 29th Drive SE, Suite 210 EAST WENATCHEE seesee.zso6 300 5 on Street, Suite 5 RICHLAND sos.aaes,er 114 Columbia Point Drive, Suite C SILVERDALE 360.81 2021 N'S Slhyre Rd, Suite 107 S=3626 13 TACOMA z63 zvzaos8 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2' REVISED TO CONFORM DRAWING IS NOT TO SCALE TO CONST U ION RECORDS IF BAR IS NOT 2" LONG ao,: 1 E xn 4?E ///t ! �ccA 802 RHERING INC. ATE ��,ri6: MLM "I i REVISED PER CONSTRUCTION RECORDS N0_ 1 {FS .- DAM Nov 11, 2014 %EET W. T: REN 13 GAD I MLM 07/29/14 .a w; 112 -023 20 BY IREVIEWI DATE Dloir+re UND- D- E- ONEUNE.DWG ELECTRICAL NOTES OA 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. xxx 2, SEE DWG NO. E02 FOR CONDUIT /CONDUCTOR SCHEDULES. 3. MOTOR CONTROL CENTER, 'MCC. SEE DWG NO. E04 FOR DETAILS. 4. AUTOMATIC TRANSFER SWITCH,'ATS'. 5. TELEMETRY PANEL,'RTU'. PROVIDED BY CITY OF RENTON. CONTRACTOR SHALL INSTALL THE'RTU' AND CONNECT ALL FIELD. SEE APPENDIX FOR TELEMETRY PANEL DRAWINGS. 6. TO EXISTING PAD -MOUNT TRANSFORMER. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. 7. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. E06 FOR ADDITIONAL DETAIL, LOCATE GROUND RODS T MINIMUM FROM BUILDING FOUNDATION. 8. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL. 9. PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT CONDUIT PENETRATION INTO WET WELL, TYPICAL OF ALL CONDUIT PENETRATIONS INTO WET WELL. Al 10. SEE DWG NO. E02 FOR LIGHTING FIXTURE SCHEDULE. 11. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. 12. CONTRACTOR SHALL AIM LIGHTS TO ILLUMINATE WET WELL AND VAULT HATCH OPENINGS. j 13. MOUNT SWITCH ON PRIMARY LEAF OF ACCESS HATCH (TYPICAL). 4 14. CONTRACTOR SHALL PROVIDE ANTENNA, CONDUIT, AND CABLE FOR PROPOSED ANTENNA ON LIGHT POLE. CONTRACTOR SHALL REMOVE EXISTING ANTENNA AFTER PROPOSED LIFT STATION IS IN SERVICE. 15. LIGHT SWITCH FOR SITE LIGHTING NOT SHOWN. PROVIDE LIGHT SWITCH IN BUILDING NEAR SHOWN LIGHT SWITCHES FOR MANUAL OPERATION. FORCEMAIN ASPHALT ROLLED CURB MOTOR SPLICE HANDHOLE. SEE DETAILS ON DWG NO. E06 L°;3Cmm m C NIFORN1 ZT111ERING p1 [1 ( O/Qolpl pD�g DATE FLOATILEVEL TRANSMITTER SPLICE HANDHOLE. SEE DETAILS ON DWG NO. E06 "MCC" MCC" r r pg P6 1 ELECTRICAL INTAKE LOUVER "MCC" BUILDING A2 C11 SQ INTRUSION DISABLE KEY SWITCH -� 4 A2 WP GFI CF J2 G F PS D TO NEW ANTENNA ON LIGHT POLE GENERATOR RECEPTACLE FLOW METER TRANSMITTER L P12 "RTU" "RTU" r r Jq C4 FLOWMETER 1' -2" # P10 J3 1 TRANSMITTER "RTU" "L" P71 Cl r r r "RTU "Q J7 C9 P15 9 C3 J J J I C2 0 i I O L (- _ -_ I I I T I 3� I O I I I ® f I I �G SUMPIPUMP — — — WET-WELLVAULiC 51 J OA115ION I AREA 2 SUMP PUMP RECEPTACLE A3 A3 ACCESS HATCH SITE LIGHT I OPENING 0 LIGHT POLE. SEE DWG NO. WSDOT TYPE 1 HANDHOLE E07 FOR DETAILS (TYP) POWER DISTRIBUTION AND SIGNAL PLAN 1/2' = 1' -0" — _X----� - r S1 P17 HATCH "RTU" "MTS -'L" CB "ATI" t P14 I III C7 I P18 STANDBY GENERATOR, SEE NO. E08 FOR DETAILS. CONCRETE PAD. SEE DWG NO. E08 FOR DETAILS. u 17,77-7 � P1 s EXHAUST FAN WITH LOUVER. SEE DWG. NO E05 FOR DETAILS MAIN SERVICE DISCONNECT SWITCH SIGNER 01/18/19 SICNER 01118/19 k,\� �♦ W W U Za ul Z� \\ C O � LA. Q 0 W U -+ Q z J Z CL W U) Q U J W M INEER SNNER S NTISTS lw RH2 ENGINEERING, INC. http: / /wwwrh2.com madbox@rh2com 1.800720.8052 BELLINGHAM 360.s 6.o 454 West Horton Road BOTHELL azs.ssr s400 22722 29th Drive SE. Suite 210 EAST WENATCHEE soa.se6.zaoo 300 Simon Street, Suite 5 RICHLAND soasa6sTaT 114 Columba Point Drive, Suite C SILVERDALE 3Wo 6aeso 2021 NW ilhlre Rd. Suite 107 TACOMA 2s3272a059 -- 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG KOT: 1 OW No. CCA E03 K MLM S=362614 6.,E Nov,,, 2D14 �ED� cum REN 1 4 REVISED PER CONSTRUCTION RECORDS GAD MLM 07/16/14 "No- 112 -023 20 NO. REVISION BY I REVIEW I DATE LIND— D— E— SITEPLAN.DWG /-\- 5- 366 f 4 M u / Al C13 Al ' y g„ C5 / C,0 4 RTU" f 1v P6 P7 r RTU" C / O M ' G IO "RTU" "RTU" r r Jq C4 FLOWMETER 1' -2" # P10 J3 1 TRANSMITTER "RTU" "L" P71 Cl r r r "RTU "Q J7 C9 P15 9 C3 J J J I C2 0 i I O L (- _ -_ I I I T I 3� I O I I I ® f I I �G SUMPIPUMP — — — WET-WELLVAULiC 51 J OA115ION I AREA 2 SUMP PUMP RECEPTACLE A3 A3 ACCESS HATCH SITE LIGHT I OPENING 0 LIGHT POLE. SEE DWG NO. WSDOT TYPE 1 HANDHOLE E07 FOR DETAILS (TYP) POWER DISTRIBUTION AND SIGNAL PLAN 1/2' = 1' -0" — _X----� - r S1 P17 HATCH "RTU" "MTS -'L" CB "ATI" t P14 I III C7 I P18 STANDBY GENERATOR, SEE NO. E08 FOR DETAILS. CONCRETE PAD. SEE DWG NO. E08 FOR DETAILS. u 17,77-7 � P1 s EXHAUST FAN WITH LOUVER. SEE DWG. NO E05 FOR DETAILS MAIN SERVICE DISCONNECT SWITCH SIGNER 01/18/19 SICNER 01118/19 k,\� �♦ W W U Za ul Z� \\ C O � LA. Q 0 W U -+ Q z J Z CL W U) Q U J W M INEER SNNER S NTISTS lw RH2 ENGINEERING, INC. http: / /wwwrh2.com madbox@rh2com 1.800720.8052 BELLINGHAM 360.s 6.o 454 West Horton Road BOTHELL azs.ssr s400 22722 29th Drive SE. Suite 210 EAST WENATCHEE soa.se6.zaoo 300 Simon Street, Suite 5 RICHLAND soasa6sTaT 114 Columba Point Drive, Suite C SILVERDALE 3Wo 6aeso 2021 NW ilhlre Rd. Suite 107 TACOMA 2s3272a059 -- 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG KOT: 1 OW No. CCA E03 K MLM S=362614 6.,E Nov,,, 2D14 �ED� cum REN 1 4 REVISED PER CONSTRUCTION RECORDS GAD MLM 07/16/14 "No- 112 -023 20 NO. REVISION BY I REVIEW I DATE LIND— D— E— SITEPLAN.DWG /-\- 5- 366 f T�' c START SIR c z T s3 vz < n ELAPSED a SPD TIME (HOURS) 48OV,3 PHASE - - - -MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS - I CB 1FU I I 2FU 480 VAC TO I 3FU 120 VAC, 10, CPT 0-60 SEC. M M MS SET @ 0 SEC. _ TR LOSS OF POWER RESTART I MOTOR I STARTER I SOLIDI PMR TR1 STATE FF L _ I HAND � � � AUTO I ----------- - - - - -- - - - - -- v FROM RTU PUMP CALL I I II I I I I 7 - - -I I I I I I I I I I I I I I I I I I I I I I MTR Ii - - -- -------------------- - - - - -I I MS AUX I I � I I I I I I I I I MS AUX I I I I I I I I OIL I I I Cl I I I I Cl 1 I I I I I I I I CR4 I I I I I I I I 4FU c 24VAC I I I I I I I I I I I 1 I i I I I I 1 ' 2 24VAC T2 5 I 10 24VAC T1 T I I I I 1 120VAC CT 3 I CUTOFF I i i i OVERTEMP 4 j LIGHT I 11120VAC LEAK 8 I I CUTOUT LEAK 9 j I j LIGHT I I i l I I I I I I Cl CR3 Cl I I L MP PUMP PUMPS 6 PUMP 6 6 PUMP - - - - — HAND - AUTO - RUN FAIL OVERTEMP DIAGRAM 1: PUMP P -1, P -2 NO SCALE Cl OIL MS PUMP CALL M RTU I OR 2 PUMP RUN I START NAMEPLATE SCHEDULE 1A COUNTS 1E ELAPSED 1G SPD TIME (HOURS) AMMETER DISPLAY 'PUMP RUN PROPOSED CONCRETE PAD HVAC CONTROL PANEL RESETTABLE OPERATION COUNTER PUMP READY LIGHT 2J MANUAL BYPASS ENABLED I C CR lo PUMP FAIL 3 ® "PUMP FAIL" 'EMERGENCY STOP" I J I PUMP SEAL AND THERMAL FAIL RESET PUMP MOTOR I CR EMERGENCYSTOP 4 R lo "PUMP OVERTEMP' CR 5 "PUMP SEAL FAIL" I 5' -0" Ti TYP. —] 1 2 3 0 o o -A 0 -B ® ® -C -D o 0 -E o -F -H -I o -J 0 -K -L MOTOR CONTROL CENTER LAYOUT 1" = i' -0" NAMEPLATE MCC SECTION NAMEPLATE SCHEDULE 1A RUN -TIME METER 1E PHASE FAIL RELAY 1G SPD 11 AMMETER DISPLAY 2A HVAC CONTROL PANEL RESETTABLE OPERATION COUNTER LIGHTING PANELBOARD "L' 2J MANUAL BYPASS ENABLED 3A 0 PUMP OVERTEMP LIGHT PUMP RUN ® Ir�al PUMP SEAL FAIL LIGHT PUMP OVERTEMP ®!J PUMP SEAL FAIL PUMP RUN LIGHT EMERGENCYSTOP MANUAL BYPASS EMERGENCYSTOP ALARM RESET PUMP FAIL LIGHT ELAPSED TIME (HOURS) START COUNTS I�AYK�L`I�I ZH b947�iy:l AMMETER SELECTION SWITCH EMERGENCY STOP BUTTON TYPICAL STARTER PANEL DETAIL MCC CONTROL DEVICES MCC SECTION NAMEPLATE SCHEDULE 1A POWER MONITOR 1E PHASE FAIL RELAY 1G SPD 11 MCC MAIN LUGS 2A HVAC CONTROL PANEL 2F LIGHTING PANELBOARD "L' 2J LIGHTING TRANSFORMER 3A PUMP NO. 1, P -1 PUMP RUN Q PUMP FAIL L PUMP OVERTEMP UJ PUMP SEAL FAIL i EMERGENCYSTOP MANUAL BYPASS EMERGENCYSTOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS 3G PUMP NO. 2, P -2 PUMP RUN U PUMP FAIL V PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP CUC C MANUALBYPASS EMERGENCYSTOP ALARM RESET ELAPSED TIME (HOURS) J START COUNTS S=3626 15 REVISED TO CONFORM TO CONSTRUCT N RECORDS ✓i i'. 4 l/ / RH2 E EERING INC. DATE SICNE& 0,/16/13 SICNE& 01118113 ,� ♦ M / E �Ni il I N E E ORS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http, / /www,rh2.com madboxikh2.com 1,800.720.8052 BELLINGHAM 360.66.011 454 West Hartan Road BOTHELL ass.9sl saoD 22722 29th Drive SE Suite 210 EAST WENATCHEE s99.el RD Simon Street, Suite 5 RICHLAND s99.9assr6l 114 Columbia Point Drive, Suite C SILVERDALE 360.816.79ND 2021 N19 khtre Rd, Suite 107 TACOMA 2632729059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG Roc 1 D- No ENGNIMi, CCA E04 enii D: MLM DAIS: Nov 11, 2014 SNEET W. Dull REN 15 JOB ND.: 112-M 20 nAu:Nw LIND )- &CONfROLDWG Z W U Q g °C Q L UJ Z o i oC 0 O Z 0 U i V U Q CUC C Z J E �Ni il I N E E ORS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http, / /www,rh2.com madboxikh2.com 1,800.720.8052 BELLINGHAM 360.66.011 454 West Hartan Road BOTHELL ass.9sl saoD 22722 29th Drive SE Suite 210 EAST WENATCHEE s99.el RD Simon Street, Suite 5 RICHLAND s99.9assr6l 114 Columbia Point Drive, Suite C SILVERDALE 360.816.79ND 2021 N19 khtre Rd, Suite 107 TACOMA 2632729059 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG Roc 1 D- No ENGNIMi, CCA E04 enii D: MLM DAIS: Nov 11, 2014 SNEET W. Dull REN 15 JOB ND.: 112-M 20 nAu:Nw LIND )- &CONfROLDWG PUMP 1CHECK VALVE LIMIT SWITCH PUMP 2 CHECK VALVE LIMIT SWITCH VALVE VAULT FLOOD SWITCH WET WELL LEVEL (FLOAT) SWITCHES LIMIT SWITCH 0-1i LIMIT SWITCH �C HIGH LEVEL ALARM 0 0 - HIGH LEVEL ALARM Fo� PUMP START Fco PUMP STOP I V V RTU PANEL CONTRACTOR TO INSTALL OWNER PROVIDED RTU PANEL. CONTRACTOR SHALL TERMINATE INSTRUMENTATION AND CONTROL SIGNALS AT 1/0 LOCATIONS SHOWN ON RTU AS -BUILT DRAWINGS PROVIDED WITH RTU (TYPICAL). PUMP 1 RUN COMMAND PUMP PUMP 2 RUN COMMAND PUMP PUMP 1 HIGH TEMP PUMP 1 SEAL FA' PUMP 2 HIGH TEMP PUMP 2 SEAL FAI I"lIPIilylll PUMP 2 FAIL PHASE FAIL WET WELL LEVEL LT ) LEVEL (4 -20 MA) Q TRANSMITTER FLOW RATE (4-20 mA) — — INTRUSION DISABLE O KEYSWITCH GENERATOR ENCLOSURE VALVE VAULT INTRUSION SWITCH INTRUSION SWITCH ELECTRICAL BUILDING 0 (TYPICAL OF 4) 0 (TYPICAL OF 2) OM INTRUSION SWITCH TO TELEMETRY ANTENNA ELECTRICAL NOTES ® 1. SEE DWG NO. E02 FOR ELECTRICAL EQUIPMENT AND CR1 20A INSTRUMENTATION SCHEDULE. 2� 2. ALL INTRUSION SWITCHES SHALL BE WIRED IN SERIES. FLOW TOTAL RTU PANEL 1/0 CONNECTIONS NO SCALE 0 0 x 0 O z 0 c m m m ? K 0 Fr) FLOW METER T � TRANSMITTER m GENERATOR RUN z m 0 m z GENERATOR FAIL m 0 0 GENERATOR z TROUBLE A O v GENERATOR LO m FUEL m 0 L L HANDSWITCH 120V ON OFF AUTO F PHOTOCELL] NUMBER OF FIXTURES VARY DEPENDING ON CIRCUIT. PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL J SHALL CONTROL LIGHTS IN AUTO POSITION. DIAGRAM 2: BUILDING EXTERIOR LIGHTING CIRCUIT 20A L - - - -- I N - - -- I L — NO SCALE HVAC CONTROL PANEL, "HP" LOCATED IN MCC CR1 20A L�i - °� -J 1`� j M) EXHAUST FAN, Y EF -1 i i i ------- - - - --' CR1 20A ------- - M J EXHAUST MOTORIZED i DAMPER i El ------------- _ CR1 2 - — — — — — — - M J INTAKE MOTORIZED i DAMPER i i HAND / AUTO TS-2 _0_� FROM RTU FAN CALL �--0 CR _ 1 THERMOSTAT STARTER CR1 "EF -1 RUN" DIAGRAM 3: HVAC CONTROL PANEL NO SCALE J - 362616 REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 INEERING INC. A SIONam 0/18113 SICN90 01118113 z Z a W 2 v � O W Q Z Z BCD LA. Q Q 01 m� Li LU F► V J � W Q W Z W J � ION m 4k w ENGINEERS PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http://www.rh2,com mallbox®rh2.com 1.800.720.8052 BELLINGHAM 3so.evs.os3s 454 West Horton Rood BOTHELL 77ls400 22722 29th Drive SE, Site 210 EAST WENATCHEE soe.sssaeoo 300 Simen Street. Suite 5 RICHLAND 509.943519r 114 Columbia Point Drive, Suite C SILVERDALE aso.67s1eso 2021 NW h1hire Rd. Suite 107 TACOMA 251 521 Pacife Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG Pi 1 ow No. Cc1 E05 r�vtx[D: MLM DAM Nov 11, 2014 slrr:r NoN0- cum REN v "w 112 -023 20 rttxue LIND— D— E— TELEMETRY.DWG EXPLOSION PROOF JUNCTION BOX (TYPICAL). TO MOTOR CONTROL CENTER /RTU SEAL (TYPICAL) CONDUIT (TYPICAL). CONTRACTOR SHALL GROUT FILL AROUND CONDUIT WITH NON-SHRINK GROUT FOR WATER TIGHTNESS. 1I4'x45x4" STEEL PLATE. WELD UNISTRUT TO PLATE AND MOUNT TO WALLS OF HANDHOLE USING (4) 318' STAINLESS STEEL CONCRETE ANCHORS. CADWELD TYPE TA. CADWELD CABLE " CABLE TEE CONNECT o" a VAULT LID MARKED 'CONTROL' WITH WELD BEAD. TO WETWELL GRS CONDUIT (TYPICAL). 12" MAX TYP SIZED PER PLAN. CONDUIT TO PUMP STARTER PUMP MOTOR CABLE, FLOAT CABLE, OR LEVEL TRANSMITTER CABLE (TYPICAL) 2' UNISTRUT (TYPICAL). SPLICE HANDHOLE ELEVATION os NOT TO SCALE #6 COPPER CONDUCTOR GROUND TEE DETAIL CADWELD TYPE ^^ #6 COPPER CONDUCTOR NOT TO SCALE CADWELD CABLE TO GROUND ROD CONNECTION. 518' X 8' COPPER GROUND ROD. GROUND TEE DETAIL NOT TO SCALE SET CABLE SLEEVE AT BOTTOM OF VAULT AND SLOPE TOWARDS WET WELL. CADWELD TYPE RR. CADWELD END CABLE TO UPPER REBAR CONNECTION. REBAR SEAL (TYPICAL). J B O6 TO PUMP STARTER EXPLOSION PROOF JUNCTION BOX WITH COVER. 0- ZIGEDNEY GUJC -100 BOX OR EQUAL _ (TYPICAL). SECURE JUNCTION BOX TO UNISTRUT USING 114" STAINLESS STEEL BOLTS. 0 0 RED ELECTRICAL WARNING 1 -- — — — — 0 0 1 I 1 0 0 1 I 1 0 n I I I I QQQQQ I it PLANNER S I 1 0 0 1 1 TAPE CENTERED OVER RESTORE SURFACE TO EXISTING I GLA551 SCIENTIST S I OW/5/0N I 0 0 1 REQUIRED PER PLAN EACH CONDUIT IN TRENCH I AREA I I I 0 0 1 I I I QQQQ 1 (TYP) 1 1 I 1 1 I 1 RH2 ENGINEERING, INC. I I I I 1 1 0 0 1 I I 1 o 0 1 0 0 I 1 0 0 — - - - - -I http: / /www_rh2com 0 0 T UNISTRUT. SECURE — UNISTRUT TO HANDHOLE WALLS. FLEXIBLE CORD CONNECTOR (TYPICAL) 2" PVC CABLE SLEEVE (TYPICAL) TO WETWELL. (TYPICAL) WIRE NUT ENDS TOGETHER AND SEAL WATER TIGHT FOR TERMINATING CABLE TO FIELD WIRE (TYPICAL). BELL END OF CONDUIT (TYPICAL) COIL MINIMUM OF 5 FEET OF EXCESS CORD. ELECTRICAL HANDHOLE, UTILITY VAULT MODEL 233-LA OR EQUAL MOTOR SPLICE HANDHOLE PLAN DETAIL NOT TO SCALE #6 COPPER CONDUCTOR GROUND REBAR DETAIL NOT TO SCALE CADWELD TYPE XA. ^" ^MELD CABLE TO CABLE 5 CONNECTION. #6 COPPER CONDUCTOR (TYPICAL) GROUND CROSS DETAIL GROUNDING CONNECTION DETAILS NOT TO SCALE NOT TO SCALE 8' -0" GRADE / CONCRETE COVER. CONCRETE GROUND ROD PROTECTOR 13" DEPTH X 12' HEIGHT WITH COVER. PIPE INC. #12R -12A & 12R -12T, OR EQUAL. 5185x8' LONG COPPER GROUND ROD. GROUND ROD DETAIL NOT TO SCALE PLASTIC TUBE COUPLIN SIZE AS NECESSAR BUBBLER TUBE FOR BELLOWS SEAL (TYPICAL) GRS CONDUIT (TYPICAL). SIZE PER PLAN. CONDUIT TO CONTROL PANEL EXPLOSION PROOF JUNCTION BOX WITH COVER (TYPICAL). SECURE TO UNISTRUT USING 1/4" J STAINLESS STEEL BOLTS. O- ZIGEDNEY GUJC -100 BOX OR EQUAL FOR LEVEL TRANSDUCER. CONDUT TO CONTROL PANEL — 0- ZIGEDNEY GUJX -100 BOX OR EQUAL FOR FLOATS. HUB FOR ADDITIONAL FLOATS. FLOATS NOT SHOWN FOR CLARITY. JACKETED CABLE FOR LEVEL TRANSDUCER 0 0 RED ELECTRICAL WARNING I � I I I 1 0 0 0 n QQQQQ I I I 1 PLANNER S I I I 0 0 TAPE CENTERED OVER RESTORE SURFACE TO EXISTING I Gl l SCIENTIST S ONIS."JNI 0 0 REQUIRED PER PLAN EACH CONDUIT IN TRENCH CONDITION OR BETTER PER PLANS I I I 0 0 I 1 (TYP) 1 1 I 1 RH2 ENGINEERING, INC. I I I I 1 o 0 1 0 0 i — — — — — — — — -- - - - -I http: / /www_rh2com 0 0 ELECTRICAL HANDHOLE, UTILITY VAULT MODEL 233 -LA OR EQUAL FLEXIBLE CORD CONNECTOR (TYPICAL) r 2" PVC CABLE SLEEVE (TYPICAL) / TO WETWELL FOR LEV TRANSDUCER BELL END OF CONDUIT (TYPICAL) TO WETWELL FOR FLOATS COIL MINIMUM OF 5 FEET OF EXCESS CORD. WIRE NUT ENDS TOGETHER AND SEAL WATERTIGHT FOR TERMINATING CABLE TO FIELD WIRE (TYPICAL). SECURE 2" UNISTRUT TO HANDHOLE WALLS. FLOAT /LEVEL TRANSMITTER SPLICE HANDHOLE PLAN NOT TO SCALE SIGNED. 01/18/13 SIGNED 01/18113 W W zIx a LU Z °C WC) c Q 0 I�Iww vl U i Q Z J TOW co a 0 a V W W ONIkG— I N E E ORS NATIVE MATERIAL COMPACTED TO RED ELECTRICAL WARNING PLANNER S 95% PER ASTM D1557 OR AS TAPE CENTERED OVER RESTORE SURFACE TO EXISTING SCIENTIST S REQUIRED PER PLAN EACH CONDUIT IN TRENCH CONDITION OR BETTER PER PLANS (TYP) RH2 ENGINEERING, INC. http: / /www_rh2com I= mailbox@rh2.cam 1.800.720.8052 0 W BELLINGHAM asos,s.oaas AD 454 West Horton Road 9' M ul- Z - BOTHELL a asls q Z 22722 29th Drive SE, Suite 210 Z_ 0 U 6" COVER OVER WENATCHEE sas.ess. �I 3^ a 300 Slman Street. Su'a 5 HIGHEST CONDUIT IN O O TRENCH SAND BEDDING MATERIAL PER RICHLAND sas.e sei 114 Columbla Point Drive, Suite C WSDOT SPECIFICATION 9 -03.13 3^ SILVERDALE 3so.a0sJSSo MINIMUM DEPTH BELOW ELECTRICAL CONDUIT NUMBER AND 2021 w'nmt.e ad. Sane 107 BOTTOM OF DEEPEST CONDUIT SIZE VARY AS PER SITE PLAN. MAINTAIN TACOMA ." 7. oss INSTALLED IN TRENCH 12" SPACING BETWEEN TELEMETRY 621 Pacific Avenue Suite 104 CONDUITS AND OTHER CONDUITS. SCALE: SHOWN TYPICAL ELECTRICAL TRENCH DETAIL NOT TO SCALE 0 1" 2" DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL Rar, 7 owc ^o. BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. CCA E06 REVISED TO CONFORM NLM S3 6 2 6 17 TO CONSTRUC ON RECORDS n�re Nov it, 2014 s"`r %N0 RH2 INEERING INC. D TE +� � 172 -023 20 R>•xua: LIND— D— E— DETAILSI.DWG $�Z z3i �m NZ Z I as 8 - sac adz a = N. iu2 Nz m n 1 V 9 no 8� Qm a r > Fa >< D� vcc r r� DD 30 zz W►3' S -'fib }G 1 $ T'"a."rA 167 7 AeteSol- SIGNER 01/18113 INTRUSION SWITCH. MOUNT PER SURFACE MOUNTED MANUFACTURER'S MILL J -BOX. RECOMMENDATIONS. ,g� `➢t. °t, `�°� SO CORD CONNECTOR (TYPICAL). 613 p I SO TYPE CORD. .> SIGNER 01118113 GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE ' ♦ re CLAMPS SPACED EQUALLY rL BRUSHED STAINLESS APART. STEEL PLATE wl. REFER TO MOUNTED TO VALVE LIQUID LEVEL SWITCH. SET p DWG NO. E02 *7m 1 V 1 FLANGE TO SWITCH WITH 112" OF K FOR WATER ON FLOOR. EQUIPMENT SCHEDULE LIMIT SWITCHc- p p D BUILDING INTRUSION SWITCH DETAIL g CHECK VALVE LIMIT SWITCH DETAIL VAULT FLOOD SWITCH DETAIL NOT TO SCALE W N NOT TO SCALE V N J HATCH 1" WEATHER HEAD 01 a Uj / SPACE FOR 4" X 1/4" STAINLESS STEEL DUAL FIXTURES AIMED TOWARD W WELD BRACKET TO FUTURE FLOAT PLATE. WELDED TO WET VAULT HATCHES. SEE DWG. NO E02 L W Z G STAINLESS STEEL ANGLE WELL ACCESS LID FRAME. 0 I I FOR LIGHT FIXTURE SCHEDULE Q (TYPICAL) n J Qj Ai 1" RGS A3 �7- �♦ — ci 5" SQUARE x 20'H, SQUARE J CUSTOM UPPER GUIDE RAIL STRAIGHT STEEL OUTDOOR W J LIGHTING POLE. INSTALL PLUMB. � W (TYPICAL) OUTDOOR LIGHTING POLE SHALL BE Q WET WELL HATCH 19' -0" `j HUBBELL MODEL N0. Q SSS- 20- 50- 7- TA -BZ, OR EQUAL. Z PUMP GUIDE RAIL PROVIDE A HOOK AT EACH FLOAT J 2 "x1/4" STAINLESS STEEL CONNECTION TO MOUNTING ANCHOR BOLTS. INSTALL SUPPORT BRACKET FOR ADJUSTING FLOAT PER POLE HEIGHT MANUFACTURER'S 6'x2' PIPE CLAMP (TYPICAL). INSTRUCTIONS CONTRACTOR SHALL PROVIDE HANDHOLE A MINIMUM OF 2 PIPE CLAMPS 112 "0 STAINLESS STEEL LIGHT POLE BASE PLATE. SPACED EQUALLY ALONG THE BOLT AND NUT (TYPICAL). GROUT BASE PLATE WITH LENGTH OF 2' PIPE FOR NON-SHRINK GROUT AND E N G I N E E R S SUPPORT. $ SILICONE CAULK AT EDGE. SC I R L N N E R ENTISTS S 12" DIAMETER CONCRETE CYLINDER FOR ANCHORING FINISHED GRADE RH2 ENGINEERING, INC. n«p / /ww. rnz<am STEEL POLE. 45 °CHAMFER mo maxi h2 coin 1.800.720.8052 AROUND EDGE. BELLINGHAM 36aue,rG0 G 25Q' PIPE CLAMP (TYPICAL) 454 West Horton Road 24' MIN BOTHELL azs.ssr soon 22722 29th Drive SE. Sut, 210 31,6. CONDUITAS EAST WATCHEE smuw6zvoo = SHOWN ON SITE 300 Slmao street, Suite s HIGH LEVEL FLOAT PLAN RICHLAND sO3sasslar n4 Cowmbfo Point Drive, Suite C LO ABOVE WET WELL FLOOR BILVEROALE 360.8"/6.9860 (EVENLY Nw A Rd, saae 2' SCH 80 PVC PIPE. PIPE SHALL 6" FORCE MAIN, TYP NOTE: SPACED TA TACOMA 2531,23018 72 ezI Paclec n e " "e s6ae Ina EXTEND FROM 4' FROM BASE OF FLOAT ELEVATIONS FIELD 1 _G° #4 HOOPS @ INTERIOR WET WELL TO MOUNTING ADJUSTED PER ENGINEER 0 1" PVC TO RTU As i" GRS PVC COATED 12" O.C. SCALE: SHOWN POINT BETWEEN PUMP RAIL AT STARTUP GUIDES. PUMP START FLOAT 4' -4' OUTDOOR SITE LIGHT FOOTING AND O 2" ABOVE WET WELL FLOOR DRAWING IS NOT TO SCALE LEVEL TRANSMITTER SLEEVE DETAIL PUMP STOP FLOAT T-4' MOUNTING DETAIL IF DAR IS NOT 2" LONG ABOVE WET WELL FLOOR ROT: 1 Own NO. NOT TO SCALE FLOAT MOUNTING DETAIL REVISED TO CONFORM NOT TO SCALE E°' �m:GCA :MLM TO CONST yFQN RECORDS S=3626 18 NOT TO SCALE DATe Nov 11, 2014 �iEET N0 8 axxr: REN • RH2 INEERING INC. YATE --:112-023 20 REVISED PER CONSTRUCTION RECORDS GAD MLM 08/06/14 NO. REVISION I BY IREVIEW1 DATE I vx UND— D— E— DETAILS2.DWG W►3' S -'fib }G 1 $ GENERATOR WITH SOUND ATTENUATED ENCLOSURE EG CONTROL AND CIRCUIT GENERATOR AND FUEL TANK PLAN I• = 1' -0' AWz117;1:11 :111011 EG CONTROL PANEL AND CIRCUIT BREAKERS THIS END. SECURE GENERATOR AND FUEL TANK PAD WITH 112' CONCRETE ANCHORS OR APPROVED EQUAL. EMBED MAX 3" IN CONCRETE. CONCRETE PAD GENERATOR WITH SOUND ATTENUATED ENCLOSURE DUAL -WALL SUB BASE FUEL NATIVE OR STRUCTURAL FILL TANK COMPACTED TO 90% STANDARD PROCTOR. Ir ���j�r ���j -�r ��Wqj�r �IMMAI.�����r- .���i�r- .�t�jJ RE SRI 111 _11WIN MIAMI bm. IS I PA IPA GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW v - v-n- 5- 362619 REVISED TO CONFORM TO CONSTRUCT RECORDS RH2 E EERING INC. *A_ S' SICNED.o- 01118113 SICNBP. 01/18/13 � w�i T NNERS I N E E R S NTISTS RH2 ENGINEERING, INC. http: / /www rh2.com rr0box&rh2xdn, 1.800]20.8052 BELLINGHAM 3fi u,,,6.oi 454 West Horton Road BOTHELL ass.vst saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE Sa9.88s3900 300 S!man Street, Suite 5 RICHLAND sosswsr et 114 Co!umbia Point Drive, Suite C SILVERDALE aso.e�sosso 2021 NIV i hyre Rd, Suite 101 TACOMA ."du' aose 621 Pacific Avenue Suite 104 DRAWING IS NOT - 1 LONG Z W V J Za a Uj Zcc D LU 0 O Q ~ Q = V LA. i W '�z V Q 0 z J T NNERS I N E E R S NTISTS RH2 ENGINEERING, INC. http: / /www rh2.com rr0box&rh2xdn, 1.800]20.8052 BELLINGHAM 3fi u,,,6.oi 454 West Horton Road BOTHELL ass.vst saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE Sa9.88s3900 300 S!man Street, Suite 5 RICHLAND sosswsr et 114 Co!umbia Point Drive, Suite C SILVERDALE aso.e�sosso 2021 NIV i hyre Rd, Suite 101 TACOMA ."du' aose 621 Pacific Avenue Suite 104 DRAWING IS NOT - 1 LONG GUY ATTACHMENTS: INTERLOCKING PLASTIC TREE TIES. GUYS NOT TAUT METAL FENCE POST STAKING. STAKE PERPENDICULAR TO THE DOMINATE WIND DIRECTION. 3 STAKES REQUIRED ON TREES 3" OR LARGER BOTTOM OF TRUNK FLARE SHALL BE LEVEL WITH OR SLIGHTLY HIGHER THAN THE SURROUNDING FINISH GRADE 2" TO4" OF WOODY MULCH: AGED WOOD CHIPS, SHREDDED BARK, OR SIMILAR MULCH. NO MULCH WITHIN 6" RADIUS OF TRUNK WATER THOROUGHLY TO ELIMINATE AIR POCKETS, SETTLING, AND TO SOAK THE BALL AND THE SURROUNDING SOIL. ROOT BALL LOOSENED TOP SOL . SOIL MIXTURE: FOUR PARTS BY VOLUME OF TOPSOIL MIXED WITH ONE PART DECOMPOSED ORGANIC MATERIALS, FIRM SOIL AROUND BALL; DO NOT TAMP. EXPAND BEYOND PLANTING PIT AS SHOWN WHEN NO TOPSOIL IS PRESENT SINGLE STRAIGHT MAIN TRUNK TO T HEIGHT: BRANCHES BELOW 9' MAY EVENTUALLY REQUIRE REMOVAL FOR HEIGHT CLEARANCE BRANCHING: MINIMUM CLEAR STEM HEIGHT, T. REMOVE LOWER BRANCHES IN SUCCESSIVE YEARS TO PROVIDE ADDITIONAL CLEARANCE FOR VEHICLES AND PEOPLE TRANSIT TRUNK GUARDS: REMOVE IMMEDIATELY AFTER PLANTING CALIPER: USE 2" OR GREATER; DIAMETER MEASURED 6" ABOVE ROOT FLARE ARBOR GUARD (REQUIRED IF IN A LAWN) CUT AND REMOVE BURLAP FROM UPPER 1/3 OF THE ROOT BALL, CUT AND REMOVE ALL TIES AND BURLAP SURFACE FERTILIZE ONLY PLANTING AREA SHALL BE A MINIMUM OF 4'X6' MOUNDED MULCH RING REMOVE WIRE BASKET OR CUT TOP AND FOLD DOWN IN THE PIT AFTER POSITIONED FOR BACK -FILL. /PLANTING HOLE DIAMETER PLANTING BASE OF UNDISTURBED OR COMPACTED - SHALL BE AT LEAST 3 TIMES TOP SOIL TO SUPPORT ROOT BALL AND REDUCE THE ROOT BALL DIAMETER SETTLING TREE PLANTING DETAIL 208 202 NOT TO SCALE NOTE: IF SHRUB CANNOT STAND ON ITS OWN, PROVIDE STAKING PER DECIDUOUS TREE PLANTING DETAIL. LU z `L z J J REMOVE PLANT CAREFULLY FF CONTAINER AND ROUGH -UP SOIL I OUTER INCH OF ROOTBI 4" FINISHED GRADE N:TIP/ *34114 PLANTING PIT AMENDED WITH NATIVE SOIL AND ORGANIC COMPOST, HAND -MIXED AT A RATE OF 2:1. FIRMLY COMPACT SOILS BELOW ROOTBALL TO AVOID SETTLING. 2x ROOTBALL DIAMETER SHRUB PLANTING DETAIL 209 202 NOT TO SCALE 5- 362620 REVISED TO CONFORM TO CONSTRU N RECORDS RH2 INEERING INC. AfE Al is'-4604 ail SIGNED 01/17/13 SIGNED. 01/17/13 ♦ A! J + z W V J a 0 ui w LU 0 ZZ CC. O Z o� a LL. Cn ti U Z Q 0 Z J ENGINEERS PLANNERS SCIENTISTS Ill RH2 ENGINEERING, INC. http://www,rh2.com mailbox @h2.com 1.800.720.8052 SELLINGHAM 360.5/0.0336 454 Vlert Horton Rood BOTHELL °=ts3r.s"o6 22722 29th Drive SE. Suite 210 EAST WENATCHEE so0afifi� 300 Simon Street. Suite 5 RICHLAND sassafisrer 114 Columbia Point Drive. Suite C SILVERDALE a60.393JS6o 2021 NYI fhy,e Rd. Suite 107 TACOMA .s 7.d033 621 Pacific Avenue Suite 104 :.....1. DRAWNG IS NOT . SCALE IF BAR IS NOT 2" LONG 1 1 1 1