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HomeMy WebLinkAboutd - Council Reading File - Exhibit B Reference Drawings ElectricalFILENAME:PLOT DATE:PLOT TIME:10/19/20171:52:00 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017MENTOSOLANO PLACERSACRA-SONOMALAKENAPAYOLOALPINEMONOINYOMARIPOSATUOLUMNEAMADOREL DORADOSTANISLAUS CALAVERAS DEL NORTEMODOCSUTTERSISKIYOUTRINITYHUMBOLDTLASSENSHASTAYUBA GLENNBUTTEMENDOCINOCOLUSASIERRANEVADATEHAMAPLUMASLUISSAN BARBARAOBISPOTULAREMONTEREYKERNKINGSSANTARIVERSIDESAN BERNARDINOSAN DIEGOIMPERIALVENTURALOSANGELESORANGEALAMEDASANTASANJOAQUINMERCEDMADERACLARACRUZCONTRAFRESNOSANTASANBENITOMARINCOSTASAN MATEOSAN FRANCISCOExp.L STED NEIESTATE OF CLF ORNI A06-30-2018REG IER P ROFSSEOIAL NGNER ICVI AI No. C37237NAIHSUOSORONOD A RIEF 01-G-0001 G ENERAL A HOW EB ROUSH01-G-0001_668876.dgnRECOVERY FACILITY PROJECTWATER RESOURCECITY OF SAN LUIS OBISPO, CALOS OSOS VALLEY ROADU.S. HI GHW AY 101SOUTH HIGUERAMADON N A RO A D TANK FARMHIGUERALOCATION PLANNTSVICINITY MAPNTSNNVICINITYPROJECTLOCATIONPROJECTTL BAUER TITLE, VICINITY AND LO CATION M APS OCTOBER 201760% SUBMITTAL DRAWINGS MMSSFILENAME:PLOT DATE:PLOT TIME:10/19/20171:52:01 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017Exp.L STED NEIESTATE OF CLF ORNI A06-30-2018REG IER P ROFSSEOIAL NGNER ICVIAI No. C37237NAIHSUOSORONOD A RIEFSTRUCTUREPOND CONTROLEQUALIZATIONPONDEQUALIZATIONFLOWTREATMENTSIDESTREAMDAFT TANK)TANK (EXISTINGBLENDINGSLUDGECLARIFIER 1PRIMARYCLARIFIER 2PRIMARYCOMPACTORWASHER/SCREENINGSBINSCREENINGSBINGRITSCREENINGS HANDLINGGRIT HANDLINGGRIT PUMPSWWWWHEADWORKSINFLUENT PSRAKECHAINRAKECHAINPIPIPEPEPSPSCPSCPSPRESSSCREWPRESSSCREWCOMPOSTINGFILL / OFFSITETO LANDSLUDGE PUMPSTHICKENEDMSBSPSPS PUMPSSLUDGEPRIMARYBSBOXJUNCTIONINFLUENTLIQUIDS AND SOLIDS PROCESS FLOW DIAGRAMPSCSEE 01-G-0042FOR CONTINUATION, 01-G-0041KL M CCOY01-G-0041_668876.dgn G ENERAL PRO CESS FLO W DIAG RAM TR GREELEYFC PEDSDSTFTFLIQUIDS AND SO LIDS 1(2)PUMPSFILTRATE(2)FEED PUMPSSIDESTREAMSEE 01-G-0042FOR CONTINUATION,PE SCREENS,PS (BYPASS) TO THICKENER 1SCREWTHICKENER 2SCREWBLOWERS (2)AGITATION AIRFCRACKBAR(2)SEPARATORGRITSLEGENDEQUALIZATIONFILTRATEDEWATERINGTANKSTORAGESLUDGEFILTSEE DWG 01-G-0042TO PE SCREENS,POS POSPOSWW / RW W / R PE / BYPJUNCTION BOXNITRIFIED EFFLUENTDIVERSION TOEMERGENCYPUMPS (2)FILTRATEBSBSWASBSTANK 1FLOCTANK 2FLOCTHSTHSDIGESTER 1DIGESTER 2FCFCPOSPOSPE / RPE / OFPI / OFREMOVAL TANKSAERATED GRITSTATIONSDRAIN PUMPUNIT 3 & 4 PLANTFILTTANK 1FLOCTANK 2FLOCDSDSFILTFILTPUMPSRETURNEQ PONDPDPDMMMMM MMMMBSMBSMFEED PUMPSDEWATERINGDSPUMPSFEEDTHICKENERMSBOXDIVERSION EFFLUENTPRIMARY FILT MFLOW MEASUREMENTGATE, NORMALLY CLOSEDGATE, NORMALLY OPENWET WEATHER EQUALIZATION FLOWAUTOMATIC SAMPLER LOCATIONWWWWWWWWPUMPSSCUMPRIMARYPSC/ DECANTWETWELLPO S MM FILENAME:PLOT DATE:PLOT TIME:10/19/20171:51:40 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017Exp.L STED NEIESTATE OF CLF ORNI A06-30-2018REG IER P ROFSSEOIAL NGNER ICVIAI No. C37237NAIHSUOSORONOD A RIEFLIQUIDS PROCESS FLOW DIAGRAMBINSCREENINGSSEE 01-G-0041SLUDGE PUMPS,FROM PRIMARYPE SCREENSPEPEBIRASBIOREACTOR 1BIOREACTOR 2BIOREACTOR 3BIOREACTOR 4RASPUMPSPERMEATEWASPER1TANK2TANK3TANK4TANK5TANKDWG 01-G-0041CONTINUATIONBLENDING. FORWAS TO SLUDGEPS - BYPASS KL M CCOY01-G-0042_668876.dgnG ENERAL PRO CESS FLO W DIAG RAM TR GREELEY01-G-0042 LIQUIDS AND SO LIDS 2 SREUSEFUTURETOPUMPSWASPUMPSFEEDMEMBRANERASSEE DWG 01-G-0041CLARIFIERS,FROM PRIMARY(2)COMPACTORSWASHERRASPOND 1PLANT EFFLUENTPOND 2PLANT EFFLUENTDIVERSION BOX 2PLANT EFFLUENTOUTFALL STRUCTUREPLANT EFFLUENTEFFRWROBISPO CREEKSAN LUISDISTRIBUTIONWATERTO RECYCLEDDIVERSION BOX 1PLANT EFFLUENTALP EFFEFFTANKWATERRECYCLEDUVUVUVASBLOWERS (6)AIR SCOURBLOWERSAERATIONTOWERSCOOLINGPUMPSTOWERCOOLINGM3WUSESTO PLANT3W PUMPSSJUNCTION BOXPLANT EFFLUENTNAOHMMMMUVMUVMUVMUVMUVMUVMMM6TANKMMMMMMMMMMCAOHCCAOH/D RWRUV SYSTEM(8)PUMPSMLRSHSH FILENAME:PLOT DATE:PLOT TIME:10/23/201712:08:47 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017 Exp.L STED NEIESTATE OF CLF ORNI A06-30-2018REG IER P ROFSSEOIAL NGNER ICVIAI No. C37237NAIHSUOSORONOD A RIEF KL M CCOY01-G-0043_668876.dgnG ENERAL TR GREELEY01-G-0043 NOTES:1.2. 3.LEGENDPEAK HOURMAXIMUM EQUALIZED FLOWPRIMARY CLARIFIERS TO EQUALIZATION POND.FLOW IN EXCESS OF 22 MGD BYPASSES EQUALIZATION POND.PRIMARY EFFLUENT DIVERSION BOX TO FLOW IN EXCESS OF 16 MGD OVERFLOWS AT HEADWORKS TO EQUALIZATION POND.FLOW IN EXCESS OF 33 MGD BYPASSES MAXIMUM MONTHAVERAGE ANNUAL FLOW4.EXISTING STRUCTURES.FLOOD PROTECTION PROVIDED AROUND5.AT PEAK HOUR.SHADING ILLUSTRATES WATER SURFACEMINIMUM FLOW100 YR FLOOD133.80110115120125130135FO R CONTINUATION, SEE ABOVESCREENSFINE1 THRU 4BIOREACTORSBASINSMEMBRANEEL 114.62EL 137.00EL 125.00105ANOXICAEROBIC130.52130.48130.69130.70130.02129.98130.19130.20130.00129.96130.10130.11129.79127.71129.72129.79128.18128.11129.38129.48129.17129.10129.32125.21125.11125.59125.59135.00135.00135.00135.00NOTE 4EL 135.0030" RAS (4)129.85129.84129.01128.87128.87125.01135.00110115120125130135105FO R CONTINUATION, SEE 01-G-0043AFEED PUMPSMEMBRANE14014036" PE125.00125.00125.00125.00125.00EL 135.00EL 125.00129.40130.35115120125130135140FOR CONTINUATION, SEE BELO WSCREENSINFLUENTSTATIONINFLUENT PUMPFLUMEPARSHALLCLARIFIERSPRIMARY115120125130135140100 YR FLOOD100 YR FLOOD135.60134.10IE 125.65EL 119.70132.34WEIR EL48" WW131.95EL 114.9554" INFEL 126.15EL 134.45128.60128.55129.55129.57128.51128.51128.55128.71EL 124.20GRIT TANKSAERATED110110BOXDIVERSIONEFFLUENTPRIMARY128.00128.00128.00128.00EL 130.65, NOTE 3OVERFLOW WEIRSTRUCTUREPOND CONTROLEQUALIZATION136.99137.08135.30135.13136.63136.40135.27135.12136.01136.01135.00134.79134.89134.90134.12134.0336" PE36" PE132.49132.49132.44132.43132.32131.92131.45131.41131.46131.24130.73130.73EL 136.50TOWNOTE 4EL 132.95EL 135.99, NOTE 1OVERFLOW WEIR30" PI (2)NOTE 2EL VARIES,EL 138.45TOW130.35131.35133.69132.38128.51128.50128.00134.87134.79134.87EL 133.84PONDEQUALIZATIONTO FLOW48" INFEL 130.34EL 131.34TO EQUALIZATION POND36" PIEL 134.82WEIREL 133.85EL 133.85EL 133.60EL 124.45MM36" PE/OFEQUALIZATION PONDEL 138.90EL 124.00 - 126.00140135130125120115DIVERSION BOXFROM PRIMARY EFFLUENT FROM HEADWORKSSTRUCTUREPOND CONTROLFROM EQUALIZATION MAX HGL134.75SEE 01-G-0043ATO UV TREATMENT EL 126.12EL 129.80WEIR EL 122.25EL 126.63EL 126.63EL 128.80WEIR EL 120.0048" MLEL 135.00XXXXXXXXXXXXXXXHYDRAULIC PRO FILE 15.ELEVATION UNITS ARE IN FEET. FILENAME:PLOT DATE:PLOT TIME:10/23/201712:08:40 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017 0.00 Exp.L STED NEIESTATE OF CLF ORNI A06-30-2018REG IER P ROFSSEOIAL NGNER ICVIAI No. C37237NAIHSUOSORONOD A RIEF 01-G-0043A_668876.dgnG ENERAL LEGENDPEAK HOURMAXIMUM EQUALIZED FLOWMAXIMUM MONTHAVERAGE ANNUAL FLOW KL M CCOYTR G REELEY80859095100105110115120 125130135DISINFECTIONUVOUTFALL STRUCTUREPLANT EFFLUENT100 YR FLOOD100 YR FLOOD110.05EL 112.95EL 97.95CREEKOBISPOSAN LUIS24" EFFIE 89.95IE 91.45DIVERSION BOX 2PLANT EFFLUENT36" EFFIE 85.45119.39119.28119.09118.98112.78111.36EL 115.95EL 106.45EL 82.45110.81110.5691.56140121.94122.57122.41119.10119.63119.49126.60118.61110.5491.45121.38118.62122.11119.2491.66EL 106.45EL 111.95TOWERCOOLING 111.43111.23110.99110.89110.53EL 121.25WEIREL 128.95MINIMUM FLOW8085909510010511011512012513013514024" EFFEL 105.29FOR CONTINUATION, SEE 01-G-0043 BASINSMEMBRANE FROM EL 111.70WEIR EL 110.4536" EFF01-G-0043A112.13EL 95.00DIVERSION BOX 1PLANT EFFLUENT111.08EL 120.50TOWTIE IN BOXOUTFALL EL 117.0036" EFFMMTO REUSEEL 129.70MAX HGL 122.00TANKRECYCLED WATERCL 126.6130" EFFEL 111.70122.00TO EXCEED THIS BOX NOT ELEVATION IN 30" EFFWATER TANKTO RECYCLED EL 122.00OVERFLOWREUSE BASIN EL 118.50TOW EL 129.7WEIR EL 124.624" EFF30" PER42" EFFXXXXXXXXXXXXXXXHYDRAULIC PRO FILE 2 DISINFECTIONFROM UVNOTES:1.2.3.PRIMARY CLARIFIERS TO EQUALIZATION POND.FLOW IN EXCESS OF 22 MGD BYPASSES EQUALIZATION POND.PRIMARY EFFLUENT DIVERSION BOX TO FLOW IN EXCESS OF 16 MGD OVERFLOWS AT HEADWORKS TO EQUALIZATION POND.FLOW IN EXCESS OF 33 MGD BYPASSES 4.EXISTING STRUCTURES.FLOOD PROTECTION PROVIDED AROUND5.AT PEAK HOUR.SHADING ILLUSTRATES WATER SURFACE5.ELEVATION UNITS ARE IN FEET. 30" INF WWCONNECTED TO48" INF WW30" INF WW 48" INF WW30" WW/PE (BYPASS)48" INF WW30" INF WW128.54SSMH129.70SSMH131.91SSMH137.49104107137.86134.89134.28135.03110105109113W.L.125.34-14-144-14-14127.6W.L.4-14-14126.7W.L.4-14-14129.7W.L.129.41124.28130.281061024-14-14W.L.4-14-14W.L.4-14-14W.L.4-14-14W.L.COCOSCOCOSSCOCOSCOSCOSSCOCOSSCOSCOSCOSCOSCOCOSSSSCOCOCOCOSCOSCOCOCOSCOSSSCOCOSSCOCOCOCOCOCOCOCOSCOCOSCOCOSSCOCOSCOCOCOCOCOCOCOSCOSCOCOCOCOCOCOCOSSCOCOSSCOSCOCOCOSCOCOCOCOCOCOCOCOCOSCOCOCOSSSCOSCOCOCOSSCOSSSCOSSSSCOSSCOCOSCOCOCOCOCOCOCOSSSCOCOSSCOSCOVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVVLVSSVLVVLVVLVCOSSVLVVLVWWCOCOSSSSCOSCSSCO130.6130.7131.0131.0AREA 1AREA 2AREA 9AREA 11AREA 6AREA 10AREA 12AREA 3FILENAME:PLOT DATE:PLOT TIME:10/18/201711:28:29 AMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.ANSI_D_668876.dgn668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017Exp.L STED NEIESTATE OF CLF ORNI ANo. C 6657306-30-2018REG IER P ROFSSEOIAL NGNERHTOBON ANELLNJAE ICVI AI080160240Scale In FeetNFACILITY LEGEND12141520304244465052556070808486252643SAN LUIS OBISPO CREEKAREA 4AREA 5AREA 8AREA 7SEE FACILITY 14 DEMOLITION DRAWINGS FOR DEMOLITION IN THIS AREA.4.DEMOLITION.SEE 05-XC-5003 FOR DETAIL OF SECONDARY CLARIFIER MECHANISM 3.SEE 05-XC-5002 FOR DETAIL OF COOLING TOWER DEMOLITION.2.FACILITY.SEE 05-XC-5001 FOR DETAIL OF DEMOLITION OF AQUEOUS AMMONIA 1.GENERAL NOTES:NOTE 4LAGOONSUPERNATANT CONTROL HOUSEPUMP STATIONRECIRCULATION NOTE 3(MECHANISM ONLY),SECONDARY CLARIFIERRESEARCH CENTERCAL POLY BIOFILTER 3DRYING BEDSSLUDGE AND 9BPONDS 9A JONES TRAILBOB BLOWER STRUCTURESTATIONCHLORINATION(MECHANISM ONLY)FINAL CLARIFIERSSTORAGE SHEDFACILITY, NOTE 1AQUEOUS AMMONIA SLUDGE DRYING BEDSBONE YARD 05-XF-1000_668876.dgn05-XF-1000 A HOW E CIVIL D PETERSONAIR GAP STRUCTURESTORAGEPROPANE EXST 2" 1WEXST 3" 3WCONNECTIONCAP EXST FDC DEMOLISH AND 86142526911520208480709442424430431246529750505560SECONDARY CLARIFIER FINAL CLARIFIERSBIOREACTOR BASINS 1 AND 2RECIRCULATION PUMP STATIONBOX 1 (PED B1)PRIMARY EFFLUENT DIVERSIONPRIMARY CLARIFIERSHEADWORKSEQUALIZATION PONDPROCESS LABMCC-J BUILDINGMCC-G BUILDINGMCC-B BUILDINGMCC-A BUILDINGODOR CONTROLDEWATERINGCOGENERATIONDIGESTER NO. 1SOLIDS BLEND TANKRECYCLED WATER TANKCHLORINE CONTACT BASINS / 3W PUMPSCOOLING TOWERSEQUALIZATION BASINSFILTERSSWITCHGEAR BUILDING889097949188(MECHANISM ONLY)PRIMARY CLARIFIERSOVERALL SITE FACILITY AND PIPING DEM O LITION PLAN DIVERSION BOXSECONDARY EFFLUENT PUMP STATIONPRIMARY SLUDGE 1 AND 2BIOFILERS 90DIVERSION BOXPRIMARY EFFLUENT XF-1007XY-1008XF-1004XF-1008BICYCLE SHEDNOTE 2TOWERS,COOLING XY-1004XY-1005 FILENAME:PLOT DATE:PLOT TIME:CH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUMENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG Aof$PWPATHCH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL.$PWURL66887660% DESIGN WATER RESOURCE RECOVERYOCTOBER 2017APPVD BY--------FACILITY PROJECT CIVIL SITE PLAN OVERALL KEY PLAN J TOMAC J TOMAC K KAUO05-C-1000CIVIL05-C-1000_668876.dwgFACILITY KEYWATER RESOURCE CENTERAIR GAP BUILDINGPROCESS LAB (EXISTING)EQUALIZATION PONDHEADWORKS (EXISTING)FERRIC CHLORIDE FACILITY (EXISTING)PRIMARY INFLUENT FLOW METER VAULTPRIMARY CLARIFIERS (EXISTING)PRIMARY EFFLUENT FLOW METER VAULTPRIMARY SLUDGE PUMP STATIONPRIMARY EFFLUENT DIVERSIONBOX 1 (EXISTING)RECIRCULATION PUMP STATION (EXISTING)PRIMARY EFFLUENT DIVERSIONBOX 2 (EXISTING)PRIMARY EFFLUENT SCREENINGCALCIUM HYDROXIDE FACILITYBIOREACTOR BASINS 1 & 2 (EXISTING)AERATION BLOWERSBIOREACTOR BASINS 3 & 4CHEMICAL STORAGE FACILITYMEMBRANE BUILDINGFINAL CLARIFIERS (EXISTING)SECONDARY CLARIFIER (EXISTING)SWITCHGEAR BUILDING (EXISTING)FILTERS (EXISTING)EQUALIZATION BASINS (EXISTING)CHEMICAL STORAGE BUILDING (EXISTING)COOLING TOWERS (EXISTING)UV ELECTRICAL BUILDINGUV DISINFECTIONCHLORINE CONTACT BASIN/3W PUMPS (EXISTING)RECYCLED WATER FLOW METER VAULTRECYCLED WATER TANK (EXISTING)SIDESTREAM TREATMENTEFFLUENT COOLINGSOLIDS BLEND TANK (EXISTING)THICKENINGSOLIDS ELECTRICAL BUILDINGDIGESTER NO. 1 (EXISTING)DIGESTER NO. 2DIGESTER BUILDINGCOGENERATION (EXISTING)DIGESTED SLUDGE STORAGE TANKDEWATERING (EXISTING)ODOR CONTROL (EXISTING)MCC-A BUILDINGMCC-B BUILDINGMCC-G BUILDINGMCC-R BUILDINGMCC-J BUILDING1012141520223035364042434446505254556064707280828384868810121415202022303640424243444650505255607072808283848688542526272927HWY 101SLO CREEKPRADO ROADSLO CREEK0100 200 3001" = 100'7373GENERAL NOTES1. THE HORIZONTAL CONTROL FOR THIS PROJECT IS NAD 83 ZONE 5STATE PLANE COORDINATES AS PUBLISHED IN THE CITY OF SANLUIS OBISPO'S HORIZONTAL CONTROL NETWORK.THE BENCHMARK USED FOR THIS MAPPING WAS THE CITY OF SANLUIS OBISPO'S BM NO. 53 HAVING A PUBLISHED NAVD88 ELEVATIONOF 134.44 AND IS DESCRIBED AS A L&T AT THE BCR AT THE NEC OFPRADO ROAD AND ELKS LANE.2628NO. 75284EXP.35851010AREA 12AREA 10AREA 7AREA 11AREA 8AREA 9AREA 5AREA 6 - NOT USEDAREA 2AREA 1AREA 4AREA 3BOB JONESTRAIL6868CONTRACTORSTAGING AREA53531164111618212934515885909194965851979490182591GENERATOR34BENCHMARK NO. 539616971128 FILENAME:PLOT DATE:PLOT TIME:CH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUMENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG Aof$PWPATHCH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL.$PWURL66887660% DESIGN WATER RESOURCE RECOVERYOCTOBER 2017APPVD BY--------FACILITY PROJECT CIVIL GRADING & DRAINAGE OVERALL KEY PLAN J TOMAC J TOMAC K KAUO05-CG-100005-CG-1000_668876.dwg080160 2401" = 80'SLO CREEKSLO CREEKPRADO ROAD HWY 101GENERAL NOTES1. THE HORIZONTAL CONTROL FOR THIS PROJECT IS NAD 83 ZONE 5STATE PLANE COORDINATES AS PUBLISHED IN THE CITY OF SANLUIS OBISPO'S HORIZONTAL CONTROL NETWORK.THE BENCHMARK USED FOR THIS MAPPING WAS THE CITY OF SANLUIS OBISPO'S BM NO. 53 HAVING A PUBLISHED NAVD88 ELEVATIONOF 134.44 AND IS DESCRIBED AS A L&T AT THE BCR AT THE NEC OFPRADO ROAD AND ELKS LANE.BENCH MARKNO. 53NO. 75284EXP.AREA 12AREA 10AREA 7AREA 11AREA 8AREA 9AREA 5AREA 6 - NOT USEDAREA 2AREA 1AREA 4AREA 3 FILENAME:PLOT DATE:PLOT TIME:10/19/201711:28:50 AMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.ANSI_D_668876.dgn668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017Exp.L STED NEIESTATE OF CLF ORNI ANo. C 6657306-30-2018REG IER P ROFSSEOIAL NGNERHTOBON ANELLNJAE ICVI AI080160240Scale In FeetN2.1.NOTES:FACILITY LEGEND101214152022303536404244465052545560647072808283848688252627 A HOW E06-Y-1000YARD PIPING7343 J KOCH2815 20202235304043448570728284868336804242SAN LUIS OBISPO CREEK8825272873GENERATOR64261014AREA 1AREA 2AREA 4AREA 5AREA 8AREA 9AREA 11AREA 65412465052BE REPLACEDSD SYSTEM TO RECEIVINGFUTURE FOG AREA 7AREA 10AREA 12506055AREA 36868STATIONFILTRATE PUMP DEWATERING PUMP STATIONWATER REUSE GENERATORLAGOONSUPERNATANT EXST STRUCTURECONTROL EXST EQ POND 1116182129535158859091949697EXISTING PIPING FOR CLARITY.NEW ELECTRICAL IS SCREENED WITH CONSTRUCTION.AREAS OF EXISTING UTILITIES DURING DELIVERIES AND PLANT PERSONNEL TO ALL CONTRACTOR TO MAINTAIN ACCESS FOR 965853519794TRANSFER PUMP STATIONDIGESTED SLUDGE 18901621912911DIVERSION BOXEFFLUENT NITRIFIED 10FILTERS (EXST)SWITCHGEAR BUILDING (EXST)SECONDARY CLARIFIER (EXST)FINAL CLARIFIERS (EXST)MEMBRANE BUILDINGCHEMICAL STORAGE FACILITYBIOREACTOR BASINS 3 AND 4(EXST)BIOREACTOR BASINS 1 AND 2 CALCIUM HYDROXIDE FACILITYPRIMARY EFFLUENT SCREENINGBOX 2 (PED B2)PRIMARY EFFLUENT DIVERSION(EXST)RECIRCULATION PUMP STATION BOX 1 (PED B1) (EXST)PRIMARY EFFLUENT DIVERSIONPRIMARY SLUDGE PUMP STATIONPRIMARY EFFLUENT FLOW METERPRIMARY CLARIFIERS (EXST)PRIMARY INFLUENT FLOW METERFERRIC CHLORIDE BUILDING (EXST)HEADWORKS (EXST)EQUALIZATION PONDPROCESS LAB (EXST)AIR GAP BUILDINGWATER RESOURCE CENTERMCC-J BUILDINGMCC-R BUILDINGMCC-G BUILDINGMCC-B BUILDINGMCC-A BUILDINGODOR CONTROLDEWATERING (EXST)DIGESTED SLUDGE STORAGE TANK (EXST)COGENERATION (EXST)DIGESTER BUILDINGDIGESTER NO. 2DIGESTER NO. 1 (EXST)SOLIDS ELECTRICAL BUILDINGTHICKENINGSOLIDS BLEND TANK (EXST)EFFLUENT COOLINGSIDESTREAM TREATMENTRECYCLED WATER TANK (EXST)RECYCLED WATER FLOW METERCHLORINE CONTACT BASINS / 3W PUMPS (EXST)UV DISINFECTIONUV ELECTRICAL BUILDINGCOOLING TOWERSCHEMICAL STORAGE BUILDINGEQUALIZATION BASINS (EXST) OVERALL YARD PIPING PLAN FILENAME:PLOT DATE:PLOT TIME:10/17/20178:18:22 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.ANSI_D_668876.dgn668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017EGIS T ERED P ROFESSIONALENGINEERSTATEOFCALI F OR NI AELECTRI C R AL No. E18650Exp.12-31-18B AMEHWYSAE T080160240Scale In FeetNFACILITY LEGEND1012141520223035364042444650525455607072808283842527 09-E-100073432820304043443642251412465052TRANSFER PUMP STATIONDIGESTED SLUDGE 506055A M ATHEW S SITE ELECTRICALSITE PLAN - OVERALL1.:NOTESPUMP STATIONWATER REUSE DIVERSION BOXNITRIFIED EFF SAN LUIS OBISPO CREEKNOTE 154352810AREA 12AREA 10AREA 3AREA 7AREA 11AREA 1AREA 4AREA 8AREA 9AREA 5AREA 2AREA 6SITE PLAN - OVERALL ELECTRICAL6468 6822SL GOODRICH JK LANDM AN GENERATOR6453537372708280208385881584861010421116182129115158TO REROUTE ALL CIRCUITS AS NECESSARY.A NEW DUCTBANK WILL BE CONSTRUCTED EXISTING DUCTBANK WILL BE DEMOLISHED. 8688909194968558519794272129111690LOCATIONUTILITY POLECOMM MHCOMM MHCOMM MHMCC-J BUILDINGMCC-R BUILDINGMCC-G BUILDINGMCC-B BUILDINGMCC-A BUILDINGODOR CONTROLDEWATERING BUILDINGDIGESTED SLUDGE STORAGE TANK979691BUILDINGDEWATERING FINAL CLARIFIERSMEMBRANE BUILDINGCHEMICAL STORAGE FACILITYBIOREACTOR BASINS 3 & 4BIOREACTOR BASINS 1 & 2CALCIUM HYDROXIDE FACILITYPRIMARY EFFLUENT SCREENSBOXPRIMARY EFFLUENT DIVERSIONBOX (EXISTING)PRIMARY EFFLUENT DIVERSIONPRIMARY SLUDGE PUMP STATIONVAULTPRIMARY EFFLUENT FLOW METER PRIMARY CLARIFIERSVAULTPRIMARY INFLUENT FLOW METER FERRIC CHLORIDE FACILITYHEADWORKSEQUALIZATION PONDPROCESS LABAIR GAP BUILDINGWATER RESOURCE CENTERCOGENERATIONDIGESTER FACILITYDIGESTER NO. 2DIGESTER NO. 1SOLIDS ELECTRICAL BUILDINGTHICKENINGSLUDGE BLEND TANKEFFLUENT COOLINGSIDESTREAM TREATMENTRECYCLED WATER TANKRECYCLED WATER FLOW METER VAULTCHLORINE CONTACT BASINSUV DISINFECTION UV ELECTRICAL BUILDINGCOOLING TOWERSCHEMICAL STORAGE (EXISTING)EQUALIZATION BASINSFILTERSSWITCHGEAR BUILDINGSECONDARY CLARIFIER GEARPG&E METERING VERIFY SCALEAPVDBYREVISIONCHKDRDATEDSGNNO.APVDDATEPROJDWGSHEET60% DESIGNTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUMENTS:BAR IS ONE INCH ONORIGINAL DRAWING.CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL.6688761"0CH2M HILL 2017. ALL RIGHTS RESERVED.cBCDA123456JEFFERY J. MCGRAWC-24100"NOT FOR CONSTRUCTION"WATER RESOURCE RECOVERYFACILITY PROJECT10/17/2017 10:10:27 AMC:\Users\lrandolph\Documents\WRC Central_60%_lrandolph.rvtSEPTEMBER 2017WATER RESOURCE CENTERRENDERINGSJ. MCGRAWJ. MCGRAWL. RANDOLPHJ. ROOT10-A-0050ARCHITECTURAL-1PERSPECTIVE LOOKING SOUTHEAST-2PERSPECTIVE LOOKING NORTHWEST 600AT600AF'10-SWBD-LV' 600A,120/208V, 3PH, 4W, 65kAIC, NEMA 1225A3PUNDERGROUNDPULLSECTIONNG#___MECHPANEL225A3P225A3P225A3P225A3P225A3P300A3P225A3P225A3P225A3P10-ACCU-01(17.6 MCA)25A3P15A3P600A3P800AT1200AFUNDERGROUNDPULLSECTIONG10-AHU-023A3P10-AHU-015A3P10-XFMR-01225 KVA480-120/208300A3PUNDERGROUNDPULL SECTION10-XFMR-PV500 KVA480-480/277(IF REQUIRED BYPV INSTALLER)SPACE10-ACCU-02(8.4 MCA)7.0KVA14.6KVA20A3P10-ACCU-03(13.0 MCA)10.8KVA__A3P10-ACCU-04(__ MCA)__KVA7A3P10-DOAS-01(5.0 MCA)4.2KVA15A3P10-EWH-01(10.8 FLA)9.0KW15A3P10-EWH-02(10.8 FLA)9.0KW15A3P20A3PSPARESPARESPACEMECHPANELMECHPANELMECHPANELPOWERPANELLIGHTINGPANELPOWERPANELLIGHTINGPANELPOWERPANELLIGHTINGPANELPOWERPANELLIGHTINGPANELPOWERPANELLIGHTINGPANELPOWERPANEL(F)POWERPANEL(F)MECHPANEL1. SEE GENERAL NOTES AND SYMBOLS ON SHEET10-E-0900.MEQUIPMENT DESIGNEDAND INSTALLED BY PVSYSTEM INSTALLER600A3P'10-PNL-PV', 600A480V, 3PH, 4W, 65 KAIC NEMA 140A3P20A3P20A3P40A3P125A3P250A3P10-PV-0110-PV-CANOPY-0110-PV-CANOPY-02EQUIPMENT DESIGNED ANDINSTALLED BY PV SYSTEMINSTALLER10-PV-0210-PV-0310-PV-04SINGLE LINE DIAGRAM - METEREDSCALE: 1/4"=1'-0"GENERAL NOTESKEYED NOTES1MAIN BREAKER SHALL BE BACK-FED CAPABLE.2 BREAKER MUST BE LOCATED AT FURTHESTBREAKER LOCATION. DO NOT RELOCATEDBREAKER. LABEL PER NEC 705.12(D)(2)(3).3 COORDINATE NUMBER OF BREAKERS AND SIZESWITH PV SYSTEM INSTALLER.'10-SWBD' 1200A480V, 3PH, 3W, 65kAIC, NEMA 110-PNLM1A10-PNLM1B10-PNLM2A10-PNLM2B10-PNLP1A10-PNLL1A10-PNLP1B10-PNLL1B10-PNLP1C10-PNLL1C10-PNLP1D10-PNLL1D10-PNLP2A10-PNLL2A10-PNLP2B10-PNLP1E10-PNLM1C3121FILENAME:PLOT DATE:PLOT TIME:CH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUMENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL.PRELIMINARYNOT FOR CONSTRUCTION66887660% DESIGNSEPTEMBER 2017APPVD BY10/23/20179:51 AMWATER RESOURCE RECOVERY FACILITY PROJECT G OTTO BM APFEL NO. 16396D E REK E. ROMERR EGISTE R E D PROFESSIONAL ENGINEERSTATE OF CALI FORN IA EXP. 06-30-19ELECTRICAL WATER RESOURCE CENTER ELECTRICAL DRAWINGS SINGLE LINE DIAGRAM10-E-6000#10-E-6000.DWG FILENAME:PLOT DATE:PLOT TIME:10/17/20174:24:50 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017EG IS T ERED P ROFESSIONALENGINEERSTATEOFCALI FOR NI AELECTRI C R AL No. E18650Exp.12-31-18B AMEHWYSAE T 98-X-6001XXELECTRICAL PLANTW IDE ELECTRICAL M AIN SING LE LINE DIAG RAM DEM O LITION SL GOODRICH98-X-6001_668876.dgn3286KMH3AUXILIARY LOADS)(INDUCTION GENERATORENGINE BUILDINGSLUDGE GASMCC-D3EME 151EME 152PONDEQUALIZATIONMCC-C3EME 2513EME 25233EME 851EME 85233TREATMENT)(SECONDARYAIRAERATIONMCC-F1STRUCTUREDAFMCC-G1STRUCTUREDAFMCC-G2TREATMENT)(SECONDARYAIRAERATIONMCC-F23EME 805BUILDINGSWITCHGEARMCC-HA AS3GND BUS74FOR KW RECORDERTERMINAL STRIP480-120V480-120V480-120V2248V DC BUSSWITCHGEARGENERATORINDUCTION EXISTINGEMZ 004TO TO DPCMSCREENINGSINFLUENT/MCC-A1SCREENINGSINFLUENT/MCC-A2BIOFILTERSCLARIFIERSMCC-B1BIOFILTERSCLARIFIERSMCC-B2AREAUNIT 4MCC J1AREAUNIT 4MCC J2MCC-J1EMCC-J2EEG/CB-5FROM SWBDEG/CB-4FROM SWBDEG/CB-7FROM SWBDEG/CB-4FROM SWBDEG/CB-3FROM SWBDEG/CB-1FROM SWBDEG/CB-2FROM SWBDLO SS OF DC BUILDINGLOCATED IN SWITCHGEARMAIN SWITCHGEAR "MSG"P.G. & E. METERING SECTIONP.G. & E. SECTIONSMCC B BUILDINGLOCATED INMCC A BUILDINGLOCATED INSWITCHDISCONNECT200A, 3P, 600VDS EMZ 004BUS EXTENSIONPROVISIONS FOR FUTURE480V, 3PH, 4W, 3000A COOPER BUS480V, 3PH, 4W, 3000A COOPER BUSAASAASAASAASAASAASAASAASAASVVSALARM CONTROL PW R TO DPC3000:53000:53000:53000AF3000AT52-M800 AT800 AF52-10400 AT800 AF52-91200 AT1600 AF52-81200 AT1600 AF52-7800 AT800 AF52-6400 AT800 AF52-1400 AT800 AF52-2300 AT800 AF52-3300 AT800 AF52-4800 AT800 AF52-5SECTIONINCOMING MCC J BUILDINGLOCATED INBUILDINGSWITCHGEAR LOCATED IN12KV DISTRIBUTION LINENOTE 2NOTE 3JK LANDM ANA M ATHEW S "MSG-T"PAD MOUNTED TRANSFORMERNOTE 3NEW SWITCHGEAR 44-MSG-01.EXISTING TRANSFORMER "MSG-T" WILL BE REFED FROM 4.EXISTING PG&E TO BE REMOVED BY PG&E.NEW PG&E METER IS INSTALLED AND OPERATIONAL. EXISTING PG&E METERING TO REMAIN IN PLACE UNTIL 3.ENSURE SERVICE INTERRUPTIONS ARE MINIMIZED.OWNED BY THE CITY. PHASE WORK WITH NEW WORK TO PROJECT EXISTING TRANSFORMER. TRANSFORMER IS 2.AND LOAD FEEDER CONDUIT FOR REUSE.FEEDER. PROTECT "NORMAL" SOURCE FEEDER CONDUIT AND ALL EXPOSED CONDUIT FOR THE "STANDBY" SOURCE DEMOLISH ATS, ALL SOURCE AND LOAD CONDUCTORS, 1.NOTES:ALL ATSsTYP OFNOTE 1, NEMA 1480V, 400A, 65 KAICENCLOSED BREAKERNEMA 3R480V-480Y/277V260KVANEMA 3R600V, 400A, 3-PHASE, 4-WIRENON-FUSED DISCONNECT600V, 400A, NEMA 3RNET GENERATOR OUTPUT METER (NGOM)CIRCUIT BREAKERNZMN3-400VE-NACHP SWGR150KW, 480V, 3-PHASE, 3-WIRECHP FILENAME:PLOT DATE:PLOT TIME:10/17/20174:25:20 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017EG IS T ERED P ROFESSIONALENGINEERSTATEOFCALI FOR NI AELECTRI C R AL No. E18650Exp.12-31-18B AMEHWYSAE T 98-X-6010XXPLANTW IDE ELECTRICAL DEM O LITION SL GOODRICH98-X-6010_668876.dgnEM ERG ENCY PO W ER SING LE LINE DIAG RAM VSVAASWTDW800/400800/400250/100250/100800/400100/100100/100TDATDV AND LOAD TRANSFERCONTROL LOGICSTART/STOPAND GENERATORATS STATUS/CONTROL(TYP) ATS STATUS(TYP) ATS FORCE TFR(TYP) ATS INHIBIT SIGNAL(AM PS XDCR)FROM M SG(VOLTS XDCR)FROM M SG 100/50100/25250/150M CC A1 TO EM E 151 M CC A2 TO EM E 152 M CC B1 TO EM E 251 M CC B2 TO EM E 252 PANEL LP-F EM E 605 TO LP-G TO EM E 705 M CC H TO EM E 805 M CC J1E TO EM E 851 SPARE M CC J2E TO EM E 852 BUS EG 480V, 30, 4W 2000A 50000A RMS SYM BRACINGCONTROL SECTIONDISTRIBUTION SECTION1000:5GENERATOREMERGENCY / PEAK SHAVINGNATURAL GAS/PROPANEKW/ 560 KWEME 930PROPANE ENGINENATURAL GASCONTROL PANELEMERGENCY GENERATOR400A, 10 SECGROUNDING RESISTORNEUTRALJK LANDM ANA M ATHEW S 328674M3AUXILIARY LOADS)(INDUCTION GENERATORENGINE BUILDINGSLUDGE GASMCC-D3333333TREATMENT)(SECONDARYAIRAERATIONMCC-F1TREATMENT)(SECONDARYAIRAERATIONMCC-F23BUILDINGSWITCHGEARMCC-HA AS3GND BUSFOR KW RECORDERTERMINAL STRIP480-120V480-120V248V DC BUSTO DPCSCREENINGSINFLUENT/MCC-A1SCREENINGSINFLUENT/MCC-A2BIOFILTERSCLARIFIERSMCC-B1BIOFILTERSCLARIFIERSMCC-B2AREAUNIT 4MCC J1AREAUNIT 4MCC J2MCC-J1EMCC-J2EEG/CB-7FROM SWBDEG/CB-4FROM SWBDEG/CB-3FROM SWBDEG/CB-1FROM SWBDEG/CB-2FROM SWBDLOSS O F DC BUILDINGLOCATED IN SWITCHGEARMAIN SWITCHGEAR "MSG"P.G. & E. METERING SECTIONP.G. & E. SECTIONSMCC B BUILDINGLOCATED INMCC A BUILDINGLOCATED INBUS EXTENSIONPROVISIONS FOR FUTUREMCC J BUILDINGLOCATED INBUILDINGSWITCHGEAR LOCATED INTO DPCALARM CONTROL PW R 800 AT800 AF52-10400 AT800 AF52-91200 AT1600 AF52-81200 AT1600 AF52-7800 AT800 AF52-6400 AT800 AF52-1400 AT800 AF52-2300 AT800 AF52-3300 AT800 AF52-4800 AT800 AF52-5AASAASAASAASAASAASAASAASAASVVS300 AT800 AF52-G480V, 3PH, 4W, 3000A COPPER BUS480V, 3PH, 4W, 3000A COPPER BUS3000:53000:53000:53000AF3000AT52-MSECTIONINCOMING EME 151NEMA 1480V, 400A, 65 KAICENCLOSED BREAKERNEMA 3R480V-480Y/277V260KVANEMA 3R600V, 400A, 3-PHASE, 4-WIRENON-FUSED DISCONNECT600V, 400A, NEMA 3RNET GENERATOR OUTPUT METER (NGOM)CIRCUIT BREAKERNZMN3-400VE-NACHP SWGR150KW, 480V, 3-PHASE, 3-WIRECHPFILENAME:PLOT DATE:PLOT TIME:10/17/20174:24:48 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017EG IS T ERED P ROFESSIONALENGINEERSTATEOFCALI FOR NI AELECTRI C R AL No. E18650Exp.12-31-18B AMEHWYSAE T 98-E-6001XXELECTRICAL PLANTW IDE ELECTRICAL M AIN SING LE LINE DIAG RAM SL GOODRICH98-E-6001_668876.dgnREVISED 98-E-6020SEE DWGTO 44-MSG-1CONDUCTORS FROM SOURCE TO LOAD.CONDUIT FROM EXISTING ATS LOCATION TO LOAD. REPLACE WITH NEW EXISTING ATS LOCATION. SEE 98-X-6001 FOR DEMOLITION REQUIREMENTS. EXTEND PROTECT AND REUSE EXISTING CONDUIT FROM "NORMAL" POWER SOURCE TO 1.NOTES:NOTE 1NOTE 1NOTE 1NOTE 1NOTE 1NOTE 1JK LANDM ANA M ATHEW S "MSG-T"PAD MOUNTED TRANSFORMERPONDEQUALIZATION14-MCC-01 FILENAME:PLOT DATE:PLOT TIME:10/17/20174:25:44 PMCH2M HILL 2015. ALL RIGHTS RESERVED.THIS DOCUM ENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUM ENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUM ENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO. DSGN DR REVISION CHK APVDBY APVDSHEETDWG ACH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT W ITHOUT THE W RITTEN AUTHORIZATION OF CH2M HILL.668876APPVD BY FACILITY PRO JECT W ATER RESOURCE RECOVERY NOT FOR CONSTRUCTIONPRELIMINARY60% DESIGNOCTOBER 2017EG IS T ERED P ROFESSIONALENGINEERSTATEOFCALI FOR NI AELECTRI C R AL No. E18650Exp.12-31-18B AMEHWYSAE T XXELECTRICAL PLANTW IDE ELECTRICAL SL GOODRICH98-E-6011_668876.dgnJK LANDM ANA M ATHEW S DISTRIBUTION SYSTEMPG&E OVERHEAD 12KV PG&E REVENUE METER SWITCHGEAR98-MSG-01SAM15098-DP-01EQUIPMENTPG&E OWNED98-T-013PH, 4 WIRE208Y/120V,12KV-45KVAMSG-T60HZ3PH, 4 W,480/277V,12KV-1500KVAMSG(EXIST)N.C.44-MSG-01CURRENT RATING (12KV NOMINAL VOLTAGE)15KV, 1200 AMPS, 3PH, 3W, 25KA SYMMETRICAL CURRENT RATING (12KV NOMINAL VOLTAGE)15KV, 1200 AMPS, 3PH, 3W, 25KA SYMMETRICAL 44-TIEGENBKR1G44-GEN-012500 KW53-T-0153-T-023PH, 4W, 60HZ480/277V,12KV-500KVA73-T-0173-T-023PH, 4W, 60HZ480/277V,12KV-500KVA40-T-0140-T-0253-SWBD-0153-SWBD-0240-SWBD-0140-SWBD-0273-MCC-0173-MCC-02SIZE BY PG&EPG&E CABLE RISER 98-E-6011OVERALL SING LE LINE DIAG RAM 3PH, 4W, 60HZ480/277V,12KV-1000KVA3PH, 4W, 60HZ480/277V,12KV-1000KVA(12KV NOMINAL VOLTAGE)SYMMETRICAL CURRENT RATING 15KV, 1200 AMPS, 3PH, 3W, 25KA BUS ABUS B98-E-6018DWG98-E-6019DWG98-E-6020DWG98-E-6021DWG98-E-6012DWG98-E-6015DWG98-E-6001DWGN.C.10-T-013PH, 4W, 60HZ480/277V,12KV-300KVA10-SWBD-0198-E-6018DWGN.O.525252525252525252SPACESPAREN.O.N.O.3PH, 4W, 60HZ480/277V,12KV-1000KVA3PH, 4W, 60HZ480/277V,12KV-1000KVAN.O.12KV, 3PH3125 KVACONTROLLER (RTAC)DEVICE AUTOMATION