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HomeMy WebLinkAboutAST-PERMIT COVERSHEET 3/7/2012HOODS ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. aCC-DO /e 7 File Number: 933 Address: "?p p cr 1-14ef%!:, E ` L -YLie.C.0 - Bakersfeld, CA 933 Date Received: 3 - -7 — i Z Business Name: c,,-L SYSTEM: BUILDING SQUARE FEET: INSPECTM LOG New Mod. Commercial Hood System Building Sq. Feet: Date Time Fire Alarm System Calculation Bldg. Sq. Ft: Fire Sprinkler System Spray Finish System Aboveground Storage Tank Underground Storage Tank minor modification Underground Storage Tank aegnaiure removal Underground Storage Tank Signature Other: Comments: BAKERSFIELD CITY FIRE DEPARTMENT -- INSPECTION RECORD Post this Card at the Job Site and DO NOT Remove for Duration of Work Inspection Request Phone No. (661) 326 -3979 UST NEW INSTALL DESCRIPTION DATE SIGNATURE BACKFILL PRIMARY PIPE SECONDARY PIPE SECONDARY CONTAINMENT SENSORS AUTHORIZATION FOR FUEL ELECTRICAL SEAK -OFF TANK TESTING UST REMOVAL DESCRIPTION DATE SIGNATURE AST'NEW INSTALL . DESCRIPTION DATE SIGNATURE MODIFICATIONS MINOR / MAJOR AST REMOVAL DESCRIPTION DATE SIGNATURE EVR UPGRADE PRIOR TO;_OPERATION .OF ANY SYSTEM, ALL`UST AND /OR AST SYSTEMS SHALL BE INSTALL, COMPLETE AND ACCEPTED BY MISC. ACTIVITY THE'.BAKERSFIELD CITY FIRE DEPARTMENT. FIRE DEPARTMENT (FINAL) . . REMARKS: BUILDING ADDRESS: e((_ C2-- JOB DESCRIPTION: OCCUPANCY TYPE: OWNER: I PERMIT NO. /a— CONTRACTOR: SyA, jj5% e_c-r PHONE # *z FD 1743 BILLING & PERMITSTATEMENiT PERMIT # I I!1111II!il lli • Aii,V E R 3 P "' mnID,' i01i, P /RB I,II,I Air rm$ Ir nilno....pu Ih•. BAKERSFIELD FIRE Prevention Services 2101 H Street Bakersfield, CA 93301 PhnnP' F,F,1- 'A7A -'1Q7Q . Pnv• AA1_RS ')- ')171 INFORMATION LOCATION OF PR ECT z <s NA,,z_,2- iv c C, T • PROPERTY OWNER STARTDATE COMPLETION DATE72- )Z 12-112- NAME CA41F -1z1- q w.arEi2-SC&,c/IC -E_ . PROJECT NAME C 4 l -A t'C,/Z .'TZ/V, i23 G /VE/z A c ADDRESS ??-- N° NTH r-/1ZXY ST, SA,- J6SC, c-A PHONE # Lio3 -3(1"7 PROJECT ADDRESS Z U 9 1jA Z 2 % L/ rz /C_ C r, crry gAICET2,SFI EI_D STATE CA ZIP CODE C7 6 0 • ' INFORMATION, CA LICE SE # _ TYPE OF L[CENSE EXPIRATION DATE I - -? 9 s CONTRACTOR COMPANY NAME c n --r,z A , sr q cflZ C PHONE # G6 )- 3 2-2 3G FAX # 6/ - 322 -yo.?9 ADDRESS 2C-F2-,4rCJ D/2_ Please make checks payable to CITY OF I Alarm - New & Modification (minimum charge) CPA 9C/Z-S F/C,o < ZIry33c8 BAKERSFFIELD. Thank you. TOTAL' 280 p Over 10,000 sq ft 0 .028 x sq ft Sprinkler - New & Modification (minimum charge) 280 Over 10,000 sq ft 0 .028 x sq ft Sprinkler — Minor Modification ( <10 heads) 96 (inspection only) 84 Commercial Hood (New & UL 300 Upgrade Modification) Additional Hood 470 58 hood Commercial Hood - Minor Modification (add /move nozzle) 96 (inspection only) 84 Spray Booth (New & Modification) 470 98 boveground Storage Tank (1 inspection per installation) AST 180 /tank 70 82 Additional Tank ATI 96 /tank 82 Aboveground Storage Tank (Removal, Mod,orInspect'n) ATR 109 /tank 82 Underground Storage Tank (Installation /Inspection) NI 878 /tank 82 Underground Storage Tank (Modification) MOD 878 /site 82 Underground Storage Tank (Minor Modification) MTM 167 /site 82 Underground Storage Tank (Removal) TR 573 /tank 84 Mandated UST Testing: Fuel Mont Cert/SB989 /Cath. Prot. NOTE: $96 /hr for each type of test/per site /per UST system even if scheduled at the same time 96 /hr (2 hrs minimum) _ $192 82 p Oil well (Installation, Inspection, or re- inspection) X 96 /hr 82 Tent # 96 /tent 84 After -hours inspection fee 121 /hr (2 hrs minimum) = $242 Pyrotechnic (1 permit per event, plus an inspection fee of 96 /hr during business hours) PY NOTE: After hours Pyrotechnic event inspection is @ $121 /hr 96 /hr + (5 hrs min standby fee /insp) _ $576 5 hrs min standby fee ins = 605 84 Re- inspection /Follow -up Inspection 96 /hr 84 Portable LPG (Propane): # of Cages? _ 96 /hr 84 Explosive Storage 266 84 Copying & File Research (File Research fee $50 /hr) 0.25 /page 84 Miscellaneous 84 FD2021 (Ray 05/11) SCOPE OF WORK: A. REMOVE OLD GENERATOR AND TRANSFER SWITCH. B. REMOVE OLD FUEL TANK. C. INSTALL NEW GENERATOR WITH FUEL TANK, HOUSEKEEPING PAD, AND FOUNDATION. D. RELOCATE SCADA/RTU. E. INSTALL CONDUIT AS INDICATED. w ws E SHEET NOTES, (NEW CONSTRUCTION) D INSTALL GENERATOR FOUNDATION AS PER DRAWINGS SUPPLIED. INSTALL UFER GRCIQ',ND AND TIE TO GROUND ROD. CONTRACTOR TO INSTALL GENERATOR USING MANUFACTURER'S FUEL TANK AND OTHER RELEVANT DRAWINGS, REFER TO FOUNDATION DRAWINGS FOR SOIL CONDITIONING AND ANCHOR INFORMATION, 125KW ENGINE GENERATOR SET WITH SUB-BASE FUEL TANK, QUIET SITE ENCLOSURE. INSTALL GROUND ROD AND CONNECT TO GENERATOR BUS AND UFER GROUND. INSTALL NEW PANEL SECTION WITH ATS (AUTOMATIC TRANSFER SWITCH) NEXT TO >: EXISTING PANEL. INSTALL CONDUITS BETWEEN THE EXISTING AND NEW PANELS, 0 INSTALL NEW FOUNDATION BELOW NEW PANEL SECTION. INSTALL BOLLARDS AROUND THE GENSET AFTER GONSUILTING WITH FIRE MARSHALL, DISCONNECT LOAD CONDUCTORS FROM EXISTING UTILITY MAIN CIRCUIT BREAKER. YARN, L.L C T. TO CHESTER NIMITS ST. 4. EX 8" AC INTERCONNECT MAIN BREAKER TO NEW TRANSFER SWITCH PANEL AS PER SINGLE LINE DRAWINGS. N RELOCATE SCADA/RTW TO THE CURRENT LOCATION OF EXISTING TRANSFER SWITCH. RE-ROUTE ALL SIGNAL AND POWER CONDUCTORS TO THE NEW SCADA/RTU CABINET. 8 INTERCONNECT GROUNDING BETWEEN EXISTING PANEL. GENERATOR AND • NEW TRANSFER SWITCH PANEL. A CONNECT THE REBARS OF THE FOUNDATION UNDER THE NEW PANEL TO THE GROUND BUS IN THE NEW TRANSFER SWITCH PANEL. AEX. PG&E DEMOLISH AND REMOVE EXISTING FUEL TANK. CALWATER TO DECIDE ON ITS SALVAGE. TRANSFORMER TO REMAIN DEMPLITION NOTES EXACT LOCATION OF ENGINE-GENSEF WILL BE DETERMIINED IN FIELD. DMVEWAY- CONTRACTOR To REMOVE EXISTING TRANSFER SWITCH AND HAND OVER TO DISTRICT v STAFF. CONTRACTOR TO DE-ENERGIZE POWER PRIOR TO REMOVAL OF EXISTING 4 ELECTRICAL EQUIPMENT. I N1- EXISTINGZ. TO REMOVE AND DE- INSTALL ENERATOR SET AND HAND0 TO DISTRICT STAFF. PRIOR TO REMOVAL, CONTRACTOR WILL DE-ENERGIZE POWER, q;> X. EXISTING PANELBOARD CONTRACTOR TO REMOVE UNUSED POWER CABLES AND CONDUCTORS AND SALVAGE. CONTRACTOR TO DUMP ANY UNUSED OR REJECTED ELECTRICAL EQUIPMENT AT THE APPROPRIATE LOCATION. RELOCATED SCADA/RTU 0ONTRACTOR STO,wRE- URFACE ANY DAMAGED SURFACE OR WALLS AFTER REMOVAL F GENERATOR OR TRANSFER SWITC1 NEW PANEL CONTPACTOR TO RELOCATE EXISTING SCADA/RTU FROM ITS CURRENT LOCATION TO A NEW LOCATION. THE NEW LOCATION IS THE SITE OF EXISTING. TRANSFER SWITCH. 6, Q9 C SECTION G4 CONTRACTOR TO DE•INSTALL EXISTING FUEL TANK FROM ITS FOUNDAIION AND SALVAGE. EX. FUEL TANK DISTRICT STAFF WILL BE CONSUL-TED PRIOR TO ANY REMOVAL. ENVIROMENTAL ENGINEERING TO BE REMOVED V GROUP TO BE INFORMED PRIOR TO REMOVAL, 7 EX. PUMP P2 BUILDING Xa I .` ` >, j EX. WELL 12 NEW 125KW GENERATOR FOUNDATION AND HOUSE KEEPING PAD 105,1 Lij, . .. ....... ...... .. . . . . LL XLd Ii J SUNLAND $T MITSCHER CT. WILLIAM HALSEY AVE. t7' RAYMOND SPRUANCE CT. SITS 1% CT. ARNeLL PANAMA LANE w OCEAN VIEW UR. 00 ENGINEERING DEPARTMENT REVISIONS: VICINITY MAP N.T.S. DATE. 0=. me pwGENERALNOTESSIMXT MIMA ALL ELEQTRICAL WORK WILL BE DONE AS PER LATEST EDITION OF NEC, scamUnc CEC AND OTHER LOCAL APPLICABLE CODES. SUTIONSCHMUTW El CONTRACTOR WILL REVIEW DRAWINGS AND DEVELOP A PLAN WHICH WILL ZONE BE SUBMITTED TO CALWATER ELECTRICAL AND PROJECT STAFF FOR X" VALVEAPPROVAL, PRIOR -10 THE COMMENCEMENT OF ANY CONSTRUCTION WORK, TdE DRAWINGS THAT SHOW CONDUIT ROUTES AND LOCATIONS OF ;77T S7117; N40M : E'L.ECTRICAL EQUIPMENT ARE APPRQXIMATE- EXACT LOCATIONS WILL BE FIELD VERIFIED. CONTRACTOR WILL SUBMIT "AS BUILT" DRAWINGS TO THE PROJECT STAFF SCALE: AFTER COMPLETION. AS SHOWN CONTRACTOR WILL MAKE NEW ALL SITE DAMAGES DUE TO CONSTRUCTION DRAWN BY. PRK. CONTRACTOR IS RESPONSIBLE FOR ITS EMPLOYEE SAFETY AND WILL D. SCAMARA COORDINATE ACTIVITIES WITH DISTRICT EMT, UTILITY STAFF AND PROJECT 0 &GNED BY; IANAGER. N., ,$R1N!YASANALLPERMITS .AND PERMISSIONS FROM LOCAL GOVT. 15 THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR- CmmD By., DATE. CONTRACTOR WILL CONTACT UTILITY STAFF FOR ELECTRICAL POWER DISCONNECTIONS AND DENERGIZATION PRIOR TO WORKING ON ELECTRICAL SERVICE EQUIPMENT. APIPROVED BY: DATE: ESS/0 V 2CD No, 15999U-1 4'CM OF C 3 t7j C71 PANAMA LANE CONDUIT LAYOUT I, = 8 $ Lt- DEMOLITION LWIPAI DISTRICT: BAKERSFIELD DATE:, 07-21-11 1 PROJECT M.: 7100008942 G NO,-. BK— 10892 3 t7' DISTRICT: BAKERSFIELD DATE:, 07-21-11 1 PROJECT M.: 7100008942 G NO,-. BK— 10892 3 J` LIST OF CONDUITS LINE CONDUIT FILL FROM TO DESCRIPTION SYS= El 3# 250 KCMIL, 1# 1 GND., LOAD SIDE 1111AIN CIRCUIT scmm,mc P1 2 -112" IMC 1# 1 AWG (N) BREAKER ATS - NORMAL TERMINALS UTILITY POWER P2 1 -112" IMC 3# 210 KCMIL, 1# 1/0 GND. CB33 - LOAD SIDE NEW PANEL MOTOR STARTER LINE SIDE MOTOR POWER G1 2 -1l2" PVC 3#410 AWG, 1 #`110 AWG .(N) CI332 - LINE SIDE NEW.PANEL GENERATOR GENERATOR 1 #1 GND CIRCWT ".BRUAKCR POWER 06 1 -1/4" PVC 8 #12 AWG, 1 #12 AWG GND SCADA/RTU GEN CONTROL PNL CONTROL SIGNALS BELDEN CABLE, SHIELDEDG31" PVC TWISTED #9341 SCADA/RTU GEN CONTROL PNL MODBUS G5 1" PVC 4 #12 AWG, 1 #12 AWG GND NEW PANEL SECTION GEN CONTROL PNL START SIGNAL & BATTERY CHARGER G2 1" PVG 3 #10 AWG, 1#12AWG GND NEW PANEL SEC'T'ION GEN CONTROL PNL BLOCK HEATER F G4 1 "PVG BELDEN CABLE, SHIELl7ER SCADA/RTU NEW PANEL SECTION MODBUSTWISTED #9341 NIPPLES ARE ACCEPTABLE IF POSSIBLE. NOTES TO ELECTRICAL INSTALLATION CONTRACTOR GENERA ELECTRICAL INSTALLATION CONTRACTOR SHALL SECURE ALL ELECTRICAL PERMITS AND PAY FEES TO OBTAIN PERMITS, WORK SHALL BE PERFORMED ACCORDING TO THESE NOTES TO ELECTRICAL INSTALLATION CONTRACTOR, AND TO THE DRAWINGS LISTED BELOW. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL NOT USE ANY OF THESE DRAWINGS FOR TAKEOFFS. ANY DEVIATION FROM PLANS EXCEPT AS ALLOWED HEREIN) MUST BE PRE --- APPROVED BY CALIFORNIA WATER SERVICE CO. (CWSC) AND SHALL BE INDICATED ON "AS- BUILT" DRAWINGS. "AS- BUILT" DRAWINGS SHALL BE SUPPLIED TO CWSC UPON COMPLETION OF THE JOB. SCOPI: 1. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL PROVIDE SERVICES FOR ELECTRICAL INSTALLATION AT CWSC BAKERSFIELD STATION 183 (SEE LOCATION SKETCH) 2. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE FOLLOWING DRAWINGS: E7 DRAWING TITLE BK -lb895 BAKERSFIELD STATION 183 - ELECTRICAL SCHEMATIC BK-10892 BAKERSFIELD STATION 183 - PANELBOARD LAYOUT BK- 1,0894 BAKERSFIELD STATION 183 ELECTRICAL SITE PLAN /CONDUIT LAYOUT AND HYDRAULIC DETAIL BK- -10891 BAKERSFIELD STATION 183 -M GENERATOR FOUNDATION FOR ONAN GENERATOR MODEL. CWS -995 RTU /RADIO PANEL WITH DIODE MODULE FOR SCADA SYSTEM 3. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL PERFORM THE FOLLOWING TASKS: a• PROVIDE THE FOUNDATION FOR THE NEW SECTION PANEL. b. PROVIDE THE FOUNDATION FOR THE GENERATOR SET. c- INSTALLATION AND WIRING OF' 'THE NEW PANELBOARD SECTION (SEE D/N BK- 10891). d. INSTALLATION AND WIRING OF THE NEW GENSEI' AUX. ELECTRICAL EQUIPMENT. e. .INSTALLATION AND WIRING OF ALL UNDERGROUND CONDUITS SEE LIST OF CONDUITS AND ASSOCIATED NOTES AND DETAILS) f. INSTALL ALL INDOOR CONDUITS WITHIN PUMPROOM, 9• PROVIDE 'PERIODIC STATUS REPORTS (VIA E- -MAIL) ON INSTALLATION PROGRESS AT THE SITE. h. PROVIDE PRESENCE DURING STATION STARTUP, i. AFTER PROJECT COMPLETION PROVIDE CWSC WITH A SET OF RED -LINE DRAWINGS OF THE FIELD CHANGES AND OTHER FIELD NOTATIONS. 1. INSTALL UFER GROUND FOR GENERATOR, AND NEW SECTION PANEL. k. INSTALL,; :AND CHECK GROUNDING SYSTEM. 1. PERFORM DIELECTRIC TEST ON NEW SWITCHBOARD. SUBMIT VALUES. rn• CONNECT SIGNAL WIRES TO SCADA AS SHOWN ON DRAWING. PERFORM COMMISSIONING TESTS WITH PLANT "EMT ". 0- HELP WITH GENERATOR START -UP TECHNICIAN DURING EMERGENCY SYSTEM START-UP, 4. ADDITIONALLY, NOTES ON THE DRAWINGS, NOTES FOR THE "LIST OF CONDUITS", AND NOTES FOR THE "INSTALLATION EQUIPMENT LIST" SHALL CLARIFY AND /OR REFINE THIS SCOPE OF WORK. S. COMPLIANCE WITH THE STANDARD TERMS AND CONDITIONS ("1'&C) OF THE CONTRACT. IN THE EVENT OF `ANY,: CONF=LICT BETWEEN THE T &C AND THESE DRAWINGS, THE LATTER SHALL APPLY. IT IS THE .RESPONSIBILITY OF THE ELECTRICAL INSTALLATION CONTRACTOR TO BRING SUCH CONFLCTS TO CWSC's ATTENTION FOR RESOLUTION. ONCE. THE'_ CONTRACT FOR ELECTRICAL INSTALLATION WORK HAS BEEN LET, ANY CHANGE ORDERS- WHETHER AT THE REQUEST OF EITHER CWSC OR BY THE ELECTRICAL INSTALLATION CONTRACT ©R - -SHALL BE ESTIMATED BY THE ELECTRICAL INSTALLATION CONTRACTOR AND SUBMITTED TO CWSC 1N WRITING. CWSC MUST APPROVE THIS ESTIMATE: BEFORE THE WORK THEREIN DESCRIBED SHALL PROCEED. THE CHANGE ORDER SHALL THEN BE AN ADDENDUM TO THE CONTRACT OR PURCHASE,' ORDER. GROUNDLN GROUNDING SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE NATIONAL AND LOCAL ELECTRICAL CODES AND THE CWSC GROUNDING DETAILS CONTAINED HEREIN_ FIELD YARD ADORESS CALIFORNIA WATER SERVICE COMPANY BAKERSFIELD OFFICE 3725 SOUTH H ST. BAKERSFIELD, CA 93304 661) 837 -7200 ilLfoBFSYOcalwa •er.corn MIRING 1, UNLESS OTHERWISE SPECIFIED, ALL WIRING SPECIFIED IN THE ELECTRICAL DRAWINGS TO BE DONE IN THE FIELD BY THE ELECTRICAL INSTALLATION CONTRACTOR OR BY OTHERS SHALL BE SUPPLIED AND PULLED BY THE ELECTRICAL INSTALLATION CONTRACTOR. 2. UNLESS OTHERWISE SPECIFIED, ALL WIRING DONE IN THE FIELD SHALL BE TERMINATED BY THE ELECTRICAL INSTALLATION CONTRACTOR. 3. ALL WIRING SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL AND LOCAL ELECTRICAL CODES AND ALL OTHER APPLICABLE CODES. 4, ALL CONDUCTORS SO IDENTIFIED ON THE ELECTRICAL DRAWINGS SHALL BE LABELED WITH THEIR RESPECTIVE WIRE NUMBERS USING SELF - ADHESIVE LABELS. THESE LABELS SHALL BE SO AFFIXED AS TO HAVE THE NUMBER CLEARLY VISIBLE AND CAPABLE OF BEING READ FROM LEFT -TO -RIGHT OR FROM BOTTOM -TO -TOP. 5, THE ELECTRICAL INSTALLATION CONTRACTOR SHALL FOLLOW THE SPECIFIC WIRE COLOR CODES SPECIFIED IN THE CWSC DRAWINGS, THE COLORS FOR ALL THE OTHER WIRES SHALL BE IN ACCORDANCE WITH THE ELECTRICAL INSTALLATION CONTRACTOR'S PRACTICE. 6. ALL TERMINAL BLOCKS AND TERMINALS SHALL BE IDENTIFIED WITH LABELS AND NUMBERED ACCORDING TO THE ELECTRICAL DRAWINGS, 7. UNLESS OTHERWISE SPECIFIED? HEREIN, ALL CONDUCTORS SHALL BE A MINIMUM OF #12 AWG, STRANDED COPPER WITH .TH,HN OR THWN INSULATION. 8. UNLESS OTHERWISE SPECIFIED; ALL SHIELDED CABLE SHALL BE BELDEN #9341. S 9- MANUFACTURER SPECIFIC ANb,4;SPECIALIZED CABLES AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THAT MANUFACTURER'S INSTRUCTIONS, 10, BEFORE ENERGIZING, ALL TERMINALS IN PANELBOARDS AND OTHER TERMINAL WIRED EQUIPMENT PANELS SHALL BE CHECKED' AND TIGHTENED IN THE FIELD BY THE ELECTRICAL INSTALLATION CONTRACTOR, TIGHTENING OF TERMINATIONS SHALL BE ACCORDING TO THE TERMINAL MANUFACTURER'S RECOMMENDED TORQUE RANGE AND SHALL NOT EXCEED THE MAXIMUM TORQUE SO SPECIFIED. 11. FOR MOTOR FEEDER SIZES EXCEEDING #10 AWG, MOTOR CONNECTIONS SHALL BE MADE WITH 3M(MR) OR EQUAL. MOTOR LEAD PIGTAIL SPLICE KITS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. 12. CORRECT ROTATION OF PUMP MOTORS SHALL BE VERIFIED WITH CWSC BEFORE ENERGIZING THAT MOTOR UNDER LOAD. CONDUITS 1. ALL NEW CONDUITS SHOWN HEREIN AND IN THE "LIST OF CONDUITS" SHALL BE INSTALLED BY ELECTRICAL INSTALLATION CONTRACTOR. 2- ELECTRICAL INSTALLATION CONTRACTOR SHALL USE NEW MATERIALS IN INSTALLING CONDUITS, CONDUIT FfrT NGS, AND BOXES. 3- UNLESS OTHERWISE SPECIFIE ; .IN THE DRAWINGS, ALL CONDUITS SHALL BE LEVEL AND PLUMB. 4. UNLESS OTHERWISE SPECIFIED,'f,ALL CONDUITS INSTALLED ON BUILDING SURFACES (INTERIOR AND EXTERIOR) SHALL BE PLUMB AND PARALLEL OR AT RIGHT ANGLES TO THAT SURFACE. 5. INSTALL CONDUITS AS FOLLOW (GENERAL NOTES) a• MAIN SERVICE- SCHEDULE 40 PVC OR AS REQUIRED BY ELECTRIC UTILITY (PACIFIC GAS AND ELECTRIC). b. ALL UNDERGROUND CONDUITS- SCHEDULE 40 PVC AND DETAILS SHOWN HEREIN UNLESS OTHERWISE INDICATED, c. All EXTERIOR ABOVE GROUND CONDUITS -RIGID GALVANIZED STEEL (GRS) d. ALL INTERIOR ABOVE -FLOOR CONDUITS (EXCEPT IN CHEMICAL ROOMS) - ELECTRIC METALLIC TUBING (EMT) UNLESS OTHERWISE SPECIFIED. e. ALL FLEXIBLE ABOVE .GROUND AND ABOVE -FLOOR CONDUITS- LIQUIDTTTE COMPI_ETF- WITH APPROPRIATE HARDWARE AND INSTALLED .JN ACCORDANCE WITH APPLICABLE CODES AND CWSC DETAILS. 6. CONDUIT STUB -UPS SHALL BE ACCORDING TO DETAILS SHOWN HEREIN. 7. CONDUITS STUBBING UP IN :THE PANELBOARD ARE GENERALLY SCHEDULE 40 PVC. 8, CONDUITS STUBBING .UP ,IN AREF15 OTHER THAN IN THE PANELBOARD SHALL BE GRS IN THE FINAL BEND. THEY SHALL EXTEND ,ABOVE THE GRADE, PAVING, OR THE FLOOR IN ACCORDANCE' WITH THE DETAILS SHOWN HEREIN, AND THEY Sf iAL L BE WRAPPED WITH 10 MIL. TAPE TO S INCHES ABOVE THE GRADE OR THE FLOOR. 9, PRIOR TO STUBBING UP CONDUITS INTO PANELBOARD, FIELD CHECK THE DIMENSIONS OF THE PANELBOARD TO ENSURE NO CONFLICTS EXIST WITH THE PANELBOARD LAYOUT. 10. ALL UNDERGROUND CONDUIT AND HYDRAULIC LINES SHALL. HAVE A MINIMUM OF 2 FEET OF COVER. 11. ALL CONDUITS SHALL HAVE STANDARD 90 DEGREE FACTORY BENDS UNLESS OTHERWISE NOTED. 12. ALL UNDERGROUND CONDUITS SHALL BE BACK FILLED ACCORDING TO THE DETAILS SHOWN HEREIN. 13. ALL UNDERGROUND GRS CONDUITS AND BENDS SHALL BE WRAPPED WITH 1 LAYER, 1/2 LAP, 10 MIL. TAPE TO 6 INCHES ABOVE THE GRADE OR THE FLOOR. 14, CONDUIT PATHS SHOWN ON THE DRAWINGS ARE SHOWN FOR CLARITY AND NOT FOR THE FINAL ROUTING AT THE SITE. RUN THE CO0DUITS AS CLOSE TO THE PATHS SHOWN WHILE USING THE LEAST AMOUNT OF BENDS. ALL FINAL CONDUIT PATHS SHALL BE SHOWN ON THE "AS BUILT" DRAWINGS. 15, ALL CONDUITS SHALL BE INSPECTED BY CWSC AND BY THE CITY INSPECTOR (AS APPLICABLE) PRIOR TO BACKFILLING OR BEING COVERED BY WALL MATERIAL_ THE ELECTRICAL INSTALLATION CONTRACTOR SHALL GIVE A 24 HOUR NOTICE PRIOR TO THIS INSPECTION. 16. ALL CONDUITS AND HYDRAULIC LINES (WITH THE EXCEPTION! OF CONDUITS SLOPED TO DRAIN) LEAVING UNDERGROUND FROM A BUILDING AREA SHALL BE INSTALLED 6 INCHES BELOW THE BUILDING FOOTING. CONDUITS SLOPED TO DRAIN MAY RUN THROUGH THE FOOTING, HOWEVER THEY MUST BE A MINIMUM OF 3 INCHES FROM THE REBAR AND FROM OTHER CONDUITS. 17. D.O.T. APPROVED NYLON BRAKE TUBING SHALL BE EMPLOYED FOR HYDRAULIC LINES RUN IN CONDUIT. THE TUBING AND CONDUIT SIZES SHALL BE ACCORDING TO THE DETAILS HEREIN. 18, ALL CONDULE.TS (LB'S; TEE'S, C'S, ETC.) SHALL BE MALLEABLE IRON. 19. CONDUITS FOR FUTURE USE AND SPARE CONDUITS SHALL BE TERMINATED AND CAPPED INSIDE AN A.C.P. E17 BOX (SUPPLIED BY THE ELECTRICAL INSTALLATION CONTRACTOR) TO MARK THE TERMINATION POINT AND LABELED BY ITS IDENTIFYING NUMBER. 20. ALL SPARE. CONDUITS.-SHALL . HAVE A -1/4-INCH .(MINIMUM) . PULL ROPE INSTALLED. 21. ALL SPARE CONDUIT ENDS SHALL BE CAPPED, 22. ALL CONDUIT ENDS SHALL BE LABELED AS SHOWN HEREIN IN THE "LIST OF CONDUITS UIPM N 1, CWSC SHALL SUPPLY THE .PANELBOARD AND THE ENGINE GENERATOR. THE ELECTRICAL INSTAL CONTRACTOR SHALL= PROVIDE ALL OTHER FIELD INSTALLED EQUIPMENT. 2. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL TRANSPORT THE PANELBOARD AND THE ENGINE GENERATOR FROM THE DISTRICT OFFICE TO . THE JOB SITE AT STATION 183. 3. THE PANELBOARD AND'"ENGINE GENERATOR SHALL BE INSTALLED BY THE ELECTRICAL INSTALLATION CONTRACTOR ACCORDING TO THE.;,IJEiA4LS SHOWN HEREIN AND /OR BY CWSC APPROVED MI THODS,, 4. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL DOLT THE PANELBOARD TO THE FOUNDATION USING RAWL EXPANSION ANCHORS. AFTER THE PANELBOARD HAS BEEN MOVED INTO POSITION, 5/8 INCH DIAMETER HOLES SHALL BE DRILLED INTO THE FOUNDATION TO A DEPTH SPECIFIED BY RAWL FOR THE ANCHORS USED. 5. THE ELECTRICAL. CONTRACTOR WILL TRANSPORT NEW ENGINE GENERATOR SET TO SITE USING PROPER CRANE FOUNDATIONS 1. PRIOR TO MODIFICATION OF THE PANELBOARD FOUNDATION OR PLACING THE PANELBOARD, THE ELECTRICAL INSTALLATION CONTRACTOR ,SHALL CONFIRM THE PANELBOARD FOUNDATION DIMENSIONS VATH THE BUILDING DIMENSIONS AND LAYOUT BEFORE STUBBING UP PANELBOARD CONDUITS. 2. THE EDGES OF THE PANELBOARD FOUNDATION SHALL MAINTAIN THE 3/4 INCH, 45 DEGREE CHAMFER. 3. THE ELECTRICAL INSTALLATION CONTRACTOR SHALL. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO PLACING THE PANELBOARD ON THE PANELBOARD FOUNDATION. HOLES FOR SECURING THE PANELBOARD TO THE PAD BY EXPANSION ANCHORS SHALL BE DRILLED AFTER THE PANELBOARD IS SETIN PLACE. ENGINEERING DEPARTMENT REVISIONS: coan FIAT SHEET NO.: SCALE: AS SHOWN DRAWN i3Y: D. SCAMARA. DESIGNED BY: M. SRINIVASAN CHECKED B1DATE: P APPROj D BY: DATE: CD Np, t999 r Fnof T OF CAS- \ fj tz ci Crl t co h c DISTRICT: BAKERSFIELD DATE: 08 -01 -11 00000942 fQ1Tt&MG NO.: B 1 089 SHT 2 OF 3 I new: zxrc. RY9TSIDU940N rSM SYS= El WA` ION scmm,mc ZONEmAr VALVE mcoan FIAT SHEET NO.: SCALE: AS SHOWN DRAWN i3Y: D. SCAMARA. DESIGNED BY: M. SRINIVASAN CHECKED B1DATE: P APPROj D BY: DATE: CD Np, t999 r Fnof T OF CAS- \ fj tz ci Crl t co h c DISTRICT: BAKERSFIELD DATE: 08 -01 -11 00000942 fQ1Tt&MG NO.: B 1 089 SHT 2 OF 3 I L t x= o INTERIOR --- --- EXTERIOR BUILDING WALL EMT (TYP) MYERS HUB EMT NIPPLE: CONNECTORS LB FITTING TYP) LB FITTING _ PUMP HOUSE FOUNDATION 12" MIN a'. a CONDUIT STUB -UP SEE U/G CONDUIT f \\ NOTES 4 4 . a 6" MIN SPACING FROM PUMP HOUSE FOUNDATION FOOTING DETAIL $1A11 CONDUIT PENETRATION OF PUMP MOUSE WALL N.T.S. P.G.&E. NEUTRAL L 4 AWG,THWN CU BY;:: L ELECTRICAL, TOP OF CONTRACTOR) SLAB n• C N __ ._._.... _ AOR CLAM BY ELECTRICAL CONTRACTOR) 3/4" x 10 Fr. GROUND ROD 0 (GR2) CONDUIT BURIED SERVICE GENERATOR NEUTRAL CONNECTION NEUTRAL BUS FROM ATS (AUTOMATIC TRANSFER SWITCH) ( #1 AWG) N EW L APPROVED INCOMING AND CAUTION TAPE OUTGOING CONDUITS fj f /DATIVE MATERIAL PLACED PVC CONDUIT HOLE BETWEEN CONDUIT TYPICAL PULLBOX AND VAULT TO BE SEALED PACTED TO ±90% M-.InN./ 2' EDGE OF WITH E7 TtNSION IIY./Y ER t:E el'' .•jam J `ti7% r. LS. , , AND COVER Q V PLAN ` JEW FLUSH GALVANIZED TRAFFIC COVER W/ WELDED LABEL OR SAND f \ \ \ \ \f PARKWAY COVER RIGID CONDUIT WITH STANDARD RADIUS 90' INSTALL TAR PAPER BEND UNLESS OTHERWISE i . Val ... . e• I:,irT f OVERALL BETWEEN ROCK & DETAIL f7C1} TRENCH DETAIL GROUT & UPrll; N.T.S. 1 1/4" ON ALL vim, SIDES, TYPICAL -- 1 1/4 "--1" GROUT SLOPE DOWN TOWARD DRAIN CHRISTY N9 OR N30 PULLBOXES DETAIL " y " PULLBOX N.T.S. SERVICE GENERATOR NEUTRAL CONNECTION NEUTRAL BUS FROM ATS (AUTOMATIC TRANSFER SWITCH) ( #1 AWG) N EW L 2 -, . DETAIL 111)" MINIMUM SPACING OF BURIED CONDUITS SET BRANCH CONDUITS OPPOSITE EACH OTHER PROVIDE CONDUIT SEAL PER SPECIFICATIONS FINISH GRADE CONCRETE PULLBOX #5 W/ EXTENSION AND COVER LABELED "ELECTRICAL" 1 "X31 PVC SLEEVE UNDERGROUND El ECTRIGAL CONDUIT 6" CRUSHED ROCK BASE TYPICAL) GROUND ROD IN NEW PANEL SECTION m/m N.T.S. 2 AWG COPPER AS RFQ'D BY PANEL130ARD MANUFACTURER & LOCAL UTILITY CO. BY PANELBOARD. FABRICATOR) PK27GTA NEW #2 AWG COPPER TO SQUARED GENERATOR GROUND ROD GROUND BAR MTD ON BY ELECTRICAL CONTRACTOR GND BUS. EACH SECTION . BY PANELBOARD MANUFACTURER) m 'm m m W 0 m <D m m EXISTING OR NEW I- D ° n .. D A• A 'A x 1 EACH - 3/0 AWG BARE STRANDED COPPER 20' LONG EACH, SHALL BE TIED IN WITH BUILDING FOUNDATION REBAR. OX CONTRACTOR TO VERIFY EXISTING GROUNDING AND BONDING IN'THE EXISTING PANELBOARD. IF REQUIRED, CONTRACTOR MAY RE-CREATE THE ABOVE CONNECTION IN THE EXISTING PANELBOARD. DETAIL 1) K11 SERVICE GROUNDING DETAIL MAIN BONDING JUMPER GROUNDING ELECTRODES & GROUNDING ELECTRODE CONDUCTOR GR1 Q... GENERATOR) CHECK GENSEr FOR LOCATION OF CONDUIT THREADED RIGID W /CAP j( EDGE OF. STUB UP IN SLAB GEN -SET ** SEE FOUNDATION FINISHED FOUNDATION DRAWING FOR DETAIL. 3" EDGE OF a • . A DENSE r tkk FOUNDATION f / / f x \y /\ \ \f RIGID CONDUIT WITH STANDARD RADIUS 90' BEND UNLESS OTHERWISE PVC FEMALE SPECIFIED PVC ADAPTER CONDUIT r\ DETAIL '1E" CONDUITS STUBBING UP IN GENSET FOUNDATION N.T_S. VAULT OR DRAIN! COVER APPROVED i \`i\N, CAUTION TAPE fj f /DATIVE MATERIAL PLACED PVC CONDUIT HOLE BETWEEN CONDUIT N 8" LAYERS & COM- AND VAULT TO BE SEALED PACTED TO ±90% M-.InN./ 2' EDGE OF 4.4 IIY./Y ER t:E el'' .•jam J `ti7% r. LS. , , Q V r\\// \ / / / \ /f \ / / \f / \ff \f! SAND f \ \ \ \ \f f\ RIGID CONDUIT WITH STANDARD RADIUS 90' BEND UNLESS OTHERWISE i . Val ... . e• I:,irT f OVERALL COVERING, PER CONDUIT NOTES DETAIL f7C1} TRENCH DETAIL N.T.S. 2 -, . DETAIL 111)" MINIMUM SPACING OF BURIED CONDUITS SET BRANCH CONDUITS OPPOSITE EACH OTHER PROVIDE CONDUIT SEAL PER SPECIFICATIONS FINISH GRADE CONCRETE PULLBOX #5 W/ EXTENSION AND COVER LABELED "ELECTRICAL" 1 "X31 PVC SLEEVE UNDERGROUND El ECTRIGAL CONDUIT 6" CRUSHED ROCK BASE TYPICAL) GROUND ROD IN NEW PANEL SECTION m/m N.T.S. 2 AWG COPPER AS RFQ'D BY PANEL130ARD MANUFACTURER & LOCAL UTILITY CO. BY PANELBOARD. FABRICATOR) PK27GTA NEW #2 AWG COPPER TO SQUARED GENERATOR GROUND ROD GROUND BAR MTD ON BY ELECTRICAL CONTRACTOR GND BUS. EACH SECTION . BY PANELBOARD MANUFACTURER) m 'm m m W 0 m <D m m EXISTING OR NEW I- D ° n .. D A• A 'A x 1 EACH - 3/0 AWG BARE STRANDED COPPER 20' LONG EACH, SHALL BE TIED IN WITH BUILDING FOUNDATION REBAR. OX CONTRACTOR TO VERIFY EXISTING GROUNDING AND BONDING IN'THE EXISTING PANELBOARD. IF REQUIRED, CONTRACTOR MAY RE-CREATE THE ABOVE CONNECTION IN THE EXISTING PANELBOARD. DETAIL 1) K11 SERVICE GROUNDING DETAIL MAIN BONDING JUMPER GROUNDING ELECTRODES & GROUNDING ELECTRODE CONDUCTOR GR1 Q... GENERATOR) CHECK GENSEr FOR LOCATION OF CONDUIT THREADED RIGID W /CAP j( EDGE OF. STUB UP IN SLAB GEN -SET ** SEE FOUNDATION FINISHED FOUNDATION DRAWING FOR DETAIL. 3" EDGE OF a • . A DENSE r tkk FOUNDATION f / / f x \y /\ \ \f RIGID CONDUIT WITH STANDARD RADIUS 90' BEND UNLESS OTHERWISE PVC FEMALE SPECIFIED PVC ADAPTER CONDUIT r\ DETAIL '1E" CONDUITS STUBBING UP IN GENSET FOUNDATION N.T_S. VAULT OR DRAIN! COVER FUTURE -j CONDUITS TO BE CAPPED DETAIL 11H11 CONDUITS STUBBING IN VAULTS OR DRAINS N.T.S. WALL RIGID CONDUIT COUPLING ' i 2- FINISHED FLOOR LEVEL— i tai ct Q. Cr w -RIGID CONDUIT WITH STANDARD 90' "BEND PVC FEMALE UNLESS OT.HE._R._W._.I_S.E PV _ CONDUIT DETAIL " L11 CONDUITS STUBBING UP AGAINST WALL IN CONTROL ROOM. FH 90* ERWISE C.QNDUIT DETAIL "F19 CONDUITS STUBBING UP IN OUTDOOR, ENVIRONMENT N.T.S. 3„ MIN) THRI =,DED RIGID W /CAPi \`i\N, SEE FOUNDATION PVC CONDUIT HOLE BETWEEN CONDUIT FINISHED FOUNDATION 3" AND VAULT TO BE SEALED wrru rpni rr FUTURE -j CONDUITS TO BE CAPPED DETAIL 11H11 CONDUITS STUBBING IN VAULTS OR DRAINS N.T.S. WALL RIGID CONDUIT COUPLING ' i 2- FINISHED FLOOR LEVEL— i tai ct Q. Cr w -RIGID CONDUIT WITH STANDARD 90' "BEND PVC FEMALE UNLESS OT.HE._R._W._.I_S.E PV _ CONDUIT DETAIL " L11 CONDUITS STUBBING UP AGAINST WALL IN CONTROL ROOM. FH 90* ERWISE C.QNDUIT DETAIL "F19 CONDUITS STUBBING UP IN OUTDOOR, ENVIRONMENT N.T.S. 3„ MIN) THRI =,DED RIGID W /CAP SEE FOUNDATION DRAWING FQR DETAIL_ FINISHED FOUNDATION 3" EDGE OF 4.4 FOUNDATION Q V r\\// \ / / / \ /f \ / / \f / \ff \f! f \fl /\\\ / \ \f\ \` \ \/ \ \a\'j, \fj \ \fj f \ \ \ \ \f f\ RIGID CONDUIT WITH STANDARD RADIUS 90' BEND UNLESS OTHERWISE PVC FEMALE SPECIFIED PVC:.: ADAPTER COINIQUIT DETAIL ITS CONDUITS STUBBING UP IN ANY OUTDOOR PAD N.T.S. WIRE LABEL SLEEVE W/ TYPED WIRE TAG CABLE. - -/ SHIELD.. NrrE: 1) GROUND SHIELD AT POWER SOURCE END, OR DETERMINED IN THE FIELD. DETAIL "N" CABLE PREPARATION I_ ETA.IL N.1.S. ENGINEERING DEPARTMENT RMS16NS: MTN- nw. DI3PHmunoMQYAP as El3D uysm sME= 0 STAMM scamunc ZONE VALVE Rxm1w PLAT SHEET NO,: SCALE: AS SHOWN DRAI INSY, D. SCALARS DESIGNED BY: M. SRINIV`ASAN CMMD ,BY: DATE -. APT'ROVEI} BY-.,-` f DATE: QgO ESS pN s le UA L No. 199 rat eCTR\ -' 9TH. OF av\\ e a gym° cf) 0 co r DISTRICT: BAKERSEIELD DA'L'E: 07 -15 -11 PROJECT ID..: 000009'2 DRAWING TAO.: BK— 1 0892 SHT 3 OF 3 i TRANSFER SWITCH PANEL EQUIPMENT LIST BILL OF MATERIALS ITEM ITEM DESCRIPTION PANELBOARD FABRICATOR NP 1 SUPPLY INSTALL ENGRAVED PLASTIC LAMINATE WHITE BACKGROUND, BLACK LETTERING NP 2 AUTOMATIC TRANSFER SWITCH 2" x 4" 4 FAN 1 2 FAN, VENTILATING, 115 VAQ, 120 CFM PAMOTOR MODEL #4606X PANELBOARD VENTILATION FANS) 4 VESTIBULE LIGHT FIXTURE (LIGHTS WHEN VEST.,1BULE DOORS ARE NP 9 7 NAMEPLATES SEE METERING PANEL NAMEPLATE LIST) x x 7 8 T84 TERMINAL STRIP WITH 20 TERMINALS, 600V x x 8 9 TH1 THERMOSTAT WITH CONTACT CLOSE ON RISINO,'JEMP. HOFFMAN MODEL #92178685 OR EQUAL. x x 9 NP 15 CBAX 1/2" X 1 48bV/,l20V-240V GENERAL PURPOSE TRA S 1-. ER TO BE INSTALLED INSIDE ENCLOSURE (CIRCUIT BREAKER), 5 _INGLE PHASE x x 1/2" X V 12 C828 CIRCUIT BREAKER, 2 POLE, 15A, 48OV, 35KAIC 1/2" X 1- 120V POWER 12 13 CB4. CIRCUIT BREAKER, 2 POLE, 15A, 48OV, 35KAiC, XFMR PRIMARY x x 13 14 CBAX CIRCUIT BREAKER, 2 POLE, 120V-24OV, 20A BLOCK HEATER x x 14 15 ATS AUTOMATIC TRANSFER SWITCH, 260A NP 22 x 15 17 CEB33 CIRCUIT BREAKER, 3 POLE, 175AT, 35KAIC x x 17 TRANSFER SWITCH PANEL'. NAMEPLATE LIST INSTALL NAMEPLATEIIS'AS SHOWN) ITEM DESCRIPTION SIZE NOTES NP 1 CALIFORNIA WATER SERVICE CO. BAKERSFIELD STATION 183 4* X 8" ENGRAVED PLASTIC LAMINATE WHITE BACKGROUND, BLACK LETTERING NP 2 AUTOMATIC TRANSFER SWITCH 2" x 4" NP 9 ARC FLASH WARNING LABEL ONE FOR EACH SECTION) 2-1/2" X 5-1/2" DECAL, POLYESTER W/ CLEAR OVERLAMINATE - SAFETYSION,COM MODEL J5508--CF OR EQUAL. NP 10 WARNING LABEL! DE-ENERGIZE BOTH POWER SOURCES BEFORE WORKING INSIDE 2-1/2- X 6-1/2- DECAL, POLYESTER W1 CLEAR OVERLAMINATE -- SAFETYSIGN.COM MODEL J5508-CF OR EQUAL. NP 15 CBAX 1/2" X 1 GENERATOR BLOCK HEATER NP 16 CB28 1/2" X V AUXILIARY POWER NP 17 RECEPTACLE DR1 1/2" X 1- 120V POWER NP 19 MAIN UTILITY POWER 2", X 5" NO i MOTOR'"C"I-RCUI'T 'BREAKER 2' X 5" MOTOR SERVICE NP 22 TRANSFORMER PRIMARY 1" x 4 480V DISTRIBUTION UTILITY FFEn SYSTEM VOLTAGE: 480V MAXIMUM VOLTAGE RATING: 600V AC FREQUENCY 0OHz PHASES. 3 PHASE^ NEUTRAL BUS AND GROUND BUS MAIN BREAKER: 253P BUS BRACING. 36 UDO AMPS A-140. 480V EMERGENCY POWER (STANDBY GENERATOR) GENERATOR BREAKER: 40()AF/225AT/3P GENERATOR KW: 125 KW N.T.S. ORANG ON ME CB-32 -32 CO28 C64 Nrz) (NP20) ( NP1o) (NP12) C8^X P H - unxa (wP1s\ 14" L rep AUTOMATIC TRANSFER SWITCH NP14) T0 40" FRONT INTERIOR VIEW a^ ' Typ SECTION 011 v 14^ TYP Np3) (NP20) 0B28 CB4CB-32 CB36 F------ r----- [---1 F---1 D| L ----- J L @_J J` NP16) (Np12) NP8) (NP19) (Np22) CBAX F-- NP10) | | L__j 1 1P11) | 1 C833 Np2 ) F-----1 NPI 8)| | L J 1O 40" FRONT EXTERIOR VIEW SECTION CONDUIT SPACE Momm SIDE VIEW WITHOUT VESTIBULE INDOOR PANELBOARD MANUFACTURING NOTES: 1. PANELBOARD SHALL BE RATED FOR INDOOR, MADE OF 120A STEEL 20^ DEEP. 2. PANELBOARD SHALL BE RX[ED FOR A MINIMUM OF 35000 AMPS A.I.C. CURRENT RATING. VOLTAGE, CURRENT AND SHORT CIRCUIT RATINGS SHALL BE LABELED ON THE FRONT OF THE PANELBOARD. J. ALL EQUIPMENT INSTALLED IS REQUIRED T0 BE LISTED AND LABELED BY UNDERWRITER LABORATORIES. 4^ ALL CONSTRUCTION AND WIRING SHALL COMPLY WITH NEC. LOCAL AND STATE REGULA70NS. 5. MOUNTING PANELS SHALL BE Al' LEAS[ 3' FROM BOTTOM OF PANELB0ARD, 0. BACK PANEL SHALL BE AS CLOSE AS POSSIBLE T3 THE REAR OF THE PANELBOARD. 7. INSTALL MOUNTING BACK PANELS AS LARGE AS SP/CE ALLOWS IN ALL SECTION(S). 8' HINGED PANELS SMALL HAVE FULL LENGTH PIANO HINGES. A. INSTALL 3-POINT LATCH(ES) ON DOOR IN FULL LENGTH PANEL SECTION(S). INSTALL 1-POINT LATCH(ES) ON ALL Q R |N HALF LENGTH PANEL E[|ON($A. 18` POSITIVE DOOR STOPS TO HOLD ALL DOORS IN FULLY OPEN POSITION. 1 REMOVABLE LIFTING EYES ON EACH B0 OF THE RANB.80ARD AND SHIPPING ' ll- $" X 12. VENT MADE OF 18CA. CROSS AIRLINE PERFORATED STEEL ON PANB- DOQR(S) AS SHOWN ON DRAWUNGS, 13, ALL FANS SHALL BE MOUNTED ON THE TOP FRONT. 14. MOUNT FANS ON SCREW MOUNTED PANELS FOR EASY REMOVAL. AIR SHALL BE DRAWN FROM INSIDE OF THE PANELBOARD. 15, MOUNT EQUIPMENT ATA MINIMUM OF 10^ FROM BOTTOM OF PANELBOARD. 16. INSTALL NAMEPLATES AS SHOWN. ALL NAMEPLATES SHALL HAVE 1/8" NDUNT|NS HOLES. 17. NEED METAL PANEL DIRECTORY FOR ALL BREAKERS OF THE LOAD CENTER (1_01). DIRECTORY HALL BE LABELED (TYPED) AS INDICATED ON TABLE "LABELING FOR LOAD CENTER" 18, BREAKER HANDLES SHALL BE MOUNTED AT NO HIGHER THAN 74^ FROM THE BOTTOM OF THE PANELBOARD. 10. ALL 480/600 VAC RATED CIRCUIT BREAKERS T0 HAVE LOCKOUT WITH PADLOCK PROVISION EXCEPT THE CIRCUIT BREAKER FOR POWER MONITOR). ALL BREAKER LOCKOUTS SHALL HAVE PROVISION T0 BE MANUALLY OVERRIDDEN. 20' NUMBER ALL WIRE TERMINATIONS AS SHOWN, WITH BRADY MARKERS OR EQUAL. 2.1. MTALL LANDING LUGS RATED AT AMFACE OF MAIN BREAKER AS SHOWN ON DRAWING. 22.1NSTALL NEUTRAL BLOCK AND TERMINAL 8L0CK5 AS SHOWN. 23. THE NEUTRALS FROM ALL CONTROL BRANCHES SHOULD BE HOME RUN T0 THE NEUTRAL BLOCK, 24. U|T SHALL BE INSTALLED ABOVE AND BELOW TB1. THE Y8R DU|T SHALL RUN THE WHOLE WIDTH OF THE SECTION. 25. ALL 120 VAC CONTROL YV|R\NC, EXCEPT ON DOORS, SHALL BE RUN IN VYIREYAY/PANDU|T LOCATED AS NEEDED. 20. ALL CONTROL COMPONENTS, WIRES AND TERMINATIONS SHALL BE EASILY ACCESSIBLE WITHOUT RBW0Y/NG ANY OTHER CONTROL COMPONENT OR THE BACK PANEL. NO VY/0NG OR TERMINATIONS SHALL BE BEHIND THE BACK PANEL. THERE {3 NO ACCESS TO THE SACK OF THE PANELBOARD AFTER FIELD INSTALLATION. 27' THE FINISH SHALL BE U/L LISTED FOR OUTDOOR EQUIPMENT AND SHALL BE ANSI #01 LIGHT CRAY. ALL SURFACES SHALL BE THOROUGHLY CLEANED AND B0ND[07EQ. MINIMUM FINISH COAT TO BE 1.5 MILS THICK. THIOKOL PULN/W'UR[ POWDER PANT ELECTR0Sl7J}CLY APPLIED AND BAKED ON IS PREFERRED. 28, LOCATION OF COMPONENTS SHALL NOT BE CHANGED WITHOUT APPROVAL FROM CALIFORNIA WATER SERVICE COMPANY (C.YY.S.C.) 19, NO SUBSTITUTE PARTS WILL BE ACCEPTED WITHOUT APPROVAL FROM C.YY.S.C. 30. SUBMIT DRAWINGS TO C'YY.3'C. FOR APPROVAL AT LEAST 2 VV[EK5 BEFORE FABRICATION. ALLOW AT LEAST ONE WEEK FOR DRAWING APPROVAL. DEENEIR'NEV"IZE BO"I' mom Two" %`5`ERV1%o' o"'E DETAIL " N.T.S. ENGINEERING DEPARTMENTz u^vx IDAM UU. DMTRM Nn UT [ SHM SrITM 5lo~~ RUMN [ VaNn F PLVr8URr Nu.' SCALE: AS SHOWN oR&WN DY: D. S/`AMAX}& D=G}QQD 8Y: 7l, SRINJVASAN c° CHECKED .13Y; D.&TE APPROVED BY; DATE; LIJ co DISTRICT: BAKERSFIELD DATE: 07-20-11 PROJECT ID.: 00008942 oImWzmGm0.: CB-32 -32 CO28 C64 Nrz) (NP20) ( NP1o) (NP12) C8^X P H - unxa (wP1s\ 14" L rep AUTOMATIC TRANSFER SWITCH NP14) T0 40" FRONT INTERIOR VIEW a^ ' Typ SECTION 011 v 14^ TYP Np3) (NP20) 0B28 CB4CB-32 CB36 F------ r----- [---1 F---1 D| L ----- J L @_J J` NP16) (Np12) NP8) (NP19) (Np22) CBAX F-- NP10) | | L__j 1 1P11) | 1 C833 Np2 ) F-----1 NPI 8)| | L J 1O 40" FRONT EXTERIOR VIEW SECTION CONDUIT SPACE Momm SIDE VIEW WITHOUT VESTIBULE INDOOR PANELBOARD MANUFACTURING NOTES: 1. PANELBOARD SHALL BE RATED FOR INDOOR, MADE OF 120A STEEL 20^ DEEP. 2. PANELBOARD SHALL BE RX[ED FOR A MINIMUM OF 35000 AMPS A.I.C. CURRENT RATING. VOLTAGE, CURRENT AND SHORT CIRCUIT RATINGS SHALL BE LABELED ON THE FRONT OF THE PANELBOARD. J. ALL EQUIPMENT INSTALLED IS REQUIRED T0 BE LISTED AND LABELED BY UNDERWRITER LABORATORIES. 4^ ALL CONSTRUCTION AND WIRING SHALL COMPLY WITH NEC. LOCAL AND STATE REGULA70NS. 5. MOUNTING PANELS SHALL BE Al' LEAS[ 3' FROM BOTTOM OF PANELB0ARD, 0. BACK PANEL SHALL BE AS CLOSE AS POSSIBLE T3 THE REAR OF THE PANELBOARD. 7. INSTALL MOUNTING BACK PANELS AS LARGE AS SP/CE ALLOWS IN ALL SECTION(S). 8' HINGED PANELS SMALL HAVE FULL LENGTH PIANO HINGES. A. INSTALL 3-POINT LATCH(ES) ON DOOR IN FULL LENGTH PANEL SECTION(S). INSTALL 1-POINT LATCH(ES) ON ALL Q R |N HALF LENGTH PANEL E[|ON($A. 18` POSITIVE DOOR STOPS TO HOLD ALL DOORS IN FULLY OPEN POSITION. 1 REMOVABLE LIFTING EYES ON EACH B0 OF THE RANB.80ARD AND SHIPPING ' ll- $" X 12. VENT MADE OF 18CA. CROSS AIRLINE PERFORATED STEEL ON PANB- DOQR(S) AS SHOWN ON DRAWUNGS, 13, ALL FANS SHALL BE MOUNTED ON THE TOP FRONT. 14. MOUNT FANS ON SCREW MOUNTED PANELS FOR EASY REMOVAL. AIR SHALL BE DRAWN FROM INSIDE OF THE PANELBOARD. 15, MOUNT EQUIPMENT ATA MINIMUM OF 10^ FROM BOTTOM OF PANELBOARD. 16. INSTALL NAMEPLATES AS SHOWN. ALL NAMEPLATES SHALL HAVE 1/8" NDUNT|NS HOLES. 17. NEED METAL PANEL DIRECTORY FOR ALL BREAKERS OF THE LOAD CENTER (1_01). DIRECTORY HALL BE LABELED (TYPED) AS INDICATED ON TABLE "LABELING FOR LOAD CENTER" 18, BREAKER HANDLES SHALL BE MOUNTED AT NO HIGHER THAN 74^ FROM THE BOTTOM OF THE PANELBOARD. 10. ALL 480/600 VAC RATED CIRCUIT BREAKERS T0 HAVE LOCKOUT WITH PADLOCK PROVISION EXCEPT THE CIRCUIT BREAKER FOR POWER MONITOR). ALL BREAKER LOCKOUTS SHALL HAVE PROVISION T0 BE MANUALLY OVERRIDDEN. 20' NUMBER ALL WIRE TERMINATIONS AS SHOWN, WITH BRADY MARKERS OR EQUAL. 2.1. MTALL LANDING LUGS RATED AT AMFACE OF MAIN BREAKER AS SHOWN ON DRAWING. 22.1NSTALL NEUTRAL BLOCK AND TERMINAL 8L0CK5 AS SHOWN. 23. THE NEUTRALS FROM ALL CONTROL BRANCHES SHOULD BE HOME RUN T0 THE NEUTRAL BLOCK, 24. U|T SHALL BE INSTALLED ABOVE AND BELOW TB1. THE Y8R DU|T SHALL RUN THE WHOLE WIDTH OF THE SECTION. 25. ALL 120 VAC CONTROL YV|R\NC, EXCEPT ON DOORS, SHALL BE RUN IN VYIREYAY/PANDU|T LOCATED AS NEEDED. 20. ALL CONTROL COMPONENTS, WIRES AND TERMINATIONS SHALL BE EASILY ACCESSIBLE WITHOUT RBW0Y/NG ANY OTHER CONTROL COMPONENT OR THE BACK PANEL. NO VY/0NG OR TERMINATIONS SHALL BE BEHIND THE BACK PANEL. THERE {3 NO ACCESS TO THE SACK OF THE PANELBOARD AFTER FIELD INSTALLATION. 27' THE FINISH SHALL BE U/L LISTED FOR OUTDOOR EQUIPMENT AND SHALL BE ANSI #01 LIGHT CRAY. ALL SURFACES SHALL BE THOROUGHLY CLEANED AND B0ND[07EQ. MINIMUM FINISH COAT TO BE 1.5 MILS THICK. THIOKOL PULN/W'UR[ POWDER PANT ELECTR0Sl7J}CLY APPLIED AND BAKED ON IS PREFERRED. 28, LOCATION OF COMPONENTS SHALL NOT BE CHANGED WITHOUT APPROVAL FROM CALIFORNIA WATER SERVICE COMPANY (C.YY.S.C.) 19, NO SUBSTITUTE PARTS WILL BE ACCEPTED WITHOUT APPROVAL FROM C.YY.S.C. 30. SUBMIT DRAWINGS TO C'YY.3'C. FOR APPROVAL AT LEAST 2 VV[EK5 BEFORE FABRICATION. ALLOW AT LEAST ONE WEEK FOR DRAWING APPROVAL. DEENEIR'NEV"IZE BO"I' mom Two" %`5`ERV1%o' o"'E DETAIL " N.T.S. ENGINEERING DEPARTMENTzu^vx IDAM UU. DMTRM Nn UT [ SHM SrITM 5lo~~ RUMN [ VaNn F PLVr8URr Nu.' SCALE: AS SHOWN oR&WN DY: D. S/`AMAX}& D=G}QQD 8Y: 7l, SRINJVASAN c° CHECKED .13Y; D.&TE APPROVED BY; DATE; LIJ co DISTRICT: BAKERSFIELD DATE: 07-20-11 PROJECT ID.: 00008942 oImWzmGm0.: DETAIL " N.T.S. ENGINEERING DEPARTMENTzu^vx IDAM UU. DMTRM Nn UT [ SHM SrITM 5lo~~ RUMN [ VaNn F PLVr8URr Nu.' SCALE: AS SHOWN oR&WN DY: D. S/`AMAX}& D=G}QQD 8Y: 7l, SRINJVASAN c° CHECKED .13Y; D.&TE APPROVED BY; DATE; LIJ co DISTRICT: BAKERSFIELD DATE: 07-20-11 PROJECT ID.: 00008942 oImWzmGm0.: Fra _7k7 L m A0 80 CIP N10 UTILITY METER IN EXISTING PANEL 250A, 480V 3 PHASE PG&E SERVICE EXISTING) GR1 GNQ ROD 3 FROM PANEL WAIN BREAKER NEUTRAL BUS IN NEW PANEL SECTION GROUND BUS IN NEW PANEL SECTION 1 260A, 3 POLE EW) GENERATORv v TRANSFER ^^ SWITCH 0 v I o_, 1 zo-- oc-- E 22 WELL 1 001H o 0--- 22__ 23 — TGENERATOR @CB OND ROD 15A/2P CB4 5KVA 480/240-120V GROUND BUS 20A/2P BAX SOFT START AUTO ' IrilRWER STxn/En) (IN EXISTING PANEL) COUTROL L PANEL 00NN0 TRANSFORMER EXISTING PANEL IN PUMP ROOM NEW PANEL SECTION / c[Qp [ VVM )A pANFL#O4R[l MANUFACTURER) SHEET lq0TES FOR I.NSTALLING CONTRACTOR. GENERAL NOTES: ALL ELECTRICAL WORK WILL BE DONE AS PER LATEST EDITION OF NEC, INSTALL NEW GROUND ROD (OR USE EXISTING {FAVAILABLE)' CEC AND OTHER LOCAL APPLICABLE CODES. LoadOdEL-'L I CONTRACTOR WILL REVIEW DRAWINGS AND DEVELOP APLAN WHICH E 22 WELL 1 001H o 0--- 22__ 23 — TGENERATOR @CB OND ROD 15A/2P CB4 5KVA 480/240-120V GROUND BUS 20A/2P BAX SOFT START AUTO ' I rilRWER STxn/En) (IN EXISTING PANEL) COUTROL L PANEL 00NN0 TRANSFORMER EXISTING PANEL IN PUMP ROOM NEW PANEL SECTION / c[Qp [ VVM )A pANFL#O4R[l MANUFACTURER) SHEET lq0TES FOR I.NSTALLING CONTRACTOR. GENERAL NOTES: ALL ELECTRICAL WORK WILL BE DONE AS PER LATEST EDITION OF NEC, INSTALL NEW GROUND ROD (OR USE EXISTING {FAVAILABLE)' CEC AND OTHER LOCAL APPLICABLE CODES. CONTRACTOR WILL REVIEW DRAWINGS AND DEVELOP APLAN WHICH z/ F0R FOUNDATION DETAILS REFER TO OTHER DRAWINGS IN THIS PROJECT. Y|LL BE SUBMITTED TO [ALWAJER ELECTRICAL AND PROJECT STAFF FOR, APPROVAL,. PRIOR TO THE COMMENCEMENT 0FANY CONSTRUCTION REFER TO DRAWING (DETAIL SHEET) FOR GROUNDING '.'` WORK. DETAILS. ' ` OF S APPROXIMATE. EXACT LOCATIONS WILL UL q JPOLE TRANSFER SWITCH, | INSIDE PANEL SECTION. FIELD VERIFIED. CONTRACTOR WILL SUBMIT AS BUILT DRAWINGS To THE PROJECT STAFF n\ v/xuvnn/ GR0UND RODS GR1 ^ R2 TOGETHER AT THE 3[ 03UV AFTER COMPLETION. 1 ANG COPPER WIRE.. NOT Vu u/xuc|m Wuxx. CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR ITS EMPLOYEE SAFETY AND WILL CONNECT GROUND BUS IN EXISTING PANEL T0 NEW GROUND BUS IN NEW COORDINATE ACTIVITIES WITH DISTRICT EMT, UTILITY STAFF AND PANEL, CHECK CONNECTIONS BETWEEN EXISTING GROUND ROD GR1 AND MANAGER. WA GROUND BUS IN EXISTING PANEL ALL PERMITS AND PERMISSIONS FROM LOCAL GOVT. IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. INTERCONNECT MOTOR STARTER T1" T NEW PANEL SECTION AT CB33 CONTRACTOR WILL CONTACT UTILITY STAFF FOR ELECTRIC/&' POWER LOAD TERMINALS. DISCONNECTIONS AND DEN[RG{ZA70N PRIOR TO WORKING ON CONNECT GENERATOR TO TRANSFER SWITCH PANEL. ELECTRICAL SERVICE EQUIPMENT. u/ MARK ALL WIRE TERMINATION WITH CIRCUIT NUMBERS USING BRADY CONNECT CB MAIN (PG&E SERVICE BREAKER IN EXISTING PANEL) D SIDE TO NEW RAN[|~ MARKERS OR EQUAL AS SHOWN. ATS (TRANSFER SWITCH, NORMAL SIDE). INTERCONNECT CB28 LOAD SIDE LOCATED IN NEW PANEL T0 EXISTING PANEL80fRD. SINGLE PHASE LOADS AND TRANSFORMER. LINE DESCRIPTIO NEW PANEL OUTLINE EXISTING PANEL OUTLINE FIELD WIRING INTERNAL PANEL WIRING EXISTING ENGINEERING p0 l qP u zz^v uuw n^ DATLI PUT SEM sysm scmunc 0i UTIMON scmuumc 11 -- ZONE VALVH BMW PLAT SHEET NO.: AS SHOWN DRAWN fly., D. SCAMARA DESIGNED M. SRINIVA.SAN CHECKED Ry: DATE, APPROVED BY: DATE: No. 15999 co BAKERSFIELD s 3/4- CHAMFER (TYP.) FINISH GRADE 3" CLR. TYP. 4'-6" APPROX. BOLT LOCATION, DRILL AND EPDXY AFTER EQUIPMENT PLACEMENT FOR 7/8"0 W/ B" EMBED. S.S, 'HILTI HIT RE500-SD ANCHOR, T1(P. (4 PLACES) VISUAL SPECIAL INSPECTION IS REQUIRED. VARIES 4- TYP. j- r-2 CLR. X% X, X 16" MAX. 12" MIN. 6" MIN. CRUSHED ROCK 12" MIN. - I 4 @ 12" O.C. EACH WAY. TOP & BOTTOM 4 16 O.C. smim SECTION 19 A-A SCALE: 1 1 3" CLR. (TYP.) A PLAN VIEW NOTES FOR FOUNDATION T. GENERA ALL CONSTRUCTION NOT SPECIFICALLY DETAILED 'SHALL -CONFORM TO THE REQUIREMENTS OF THE 2010 CALIFORNIA 'BUILDING CODE _(CBC) AND ANY LOCAL CODE REQUIREMENTS. ALL DETAILS, SECTIONS AND NOTES -SHOWN ON THE DRAWING$ ARE fNTDIDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE -NOTED. THE CONTRACTOR SHALL COMPARE THIS DRAWING WITH EXISTING CONDITIONS AT THE SITE, AND WITH ALL OTHER APPLICAEN-E -DRAWINGS. HE SHALL. VERIFY MEASUREMENTS OF ALL EXISTING FEATURES AFFECTING HIS WORK, AND SHALL REPORT ANY DISCREPANCIES TO THE CALIFORNIA WATER SERVICE COMPANY ENGINEER FOR CLARIFICATION AND ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VER4FICATION OF ALL DIMENSIONS SHOWN ON THIS DRAWING WITH THE REQUIREMENTS OF EXISTING CONDITIONS AND ALL RELATED NEW EQUIPMENT. FOUNDATION PREPARATION: AREAS TO -RECEIVE FILL SHALL -BE SCARIFIED TO A DEPTH OF SIX INCHES AND WATERED TO PROVIDE A MOISTURE CONTENT COMMENSURATE WITH EFFICIENT DENSIFICATION, AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM 01557. THERE SHALL BE A MINIMUM OF 6- CLASS 2 AGGREGATE BASE (A13) UNDER ANY PROPOSED FOUNDATION -COMPACTED TO 95% MGD. THE AGGREGRATE BASE, FORMS AND SUBGRADE SHALL BE THOROUGHLY WETTED BEFORE PLACEMENT OF CONCRETE. 2. QONCREI ALL CONCRETE SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE .(DESIGN -BASED ON 2500 -PSI-NO SPECIAL INSPECTION IS REQUIRED). MINIMUM CEMENT SHALL BE 5-1/2 SACKS PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 3". UNLESS OTHERWISE 'NOT-ED, AtL EXPOSED HORIZONTAL AND VERTICAL EDGES AND CORNERS SHALL HAVE 3/4" x 3/4" CHAMFERS. ALL REINFORCING BARS, ANCHOR BOLTS, -INSERTS, AND 'OTHER EMBEDDED -HARDWARE 'SHALL BE ACCURATELY SET AND SECURELY HELD IN PLACE TO MAINTAIN POSITIONS DURING PLACEMENT OF CONCRETE, THE LEVEL BEARING AREA AT THE TOP OF THE FOUNDATION SHALL RECEIVE A HARD STEEL TROWEL FINISH, SMOOTH AND LEVEL. CONCRETE PAD SHALL BE WATER CURED CONTINUOUSLY FOR 7 DAYS. UNLESS OTHERWISE NOTED. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE. CONCRETE INSPECTION TO BE PERFORMED BY CWS CO. 3. REINFORCING STEEL ALL OARS SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM A615. REINFORCING BAR BENDS AND STANDARD HOOKS SHALL CONFORM TO ACI 318, LATEST EDITION. ALL BENDS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN. BARS 20 FEET AND SHORTER IN LENGTH SHALL BE IN SINGLE LENGTH RUNS WITHOUT SPLICES. BARS LONGER THAN 20 FEET IN LENGTH SHALL BE IN SINGLE LENGTH RUNS OR MAY BE SPLICED WITH 48 BAR -DA-METER LAPS -(2'-0" FOR #4 BARS). SPLICES IN ADJACENT BAR RUNS SHALL BE WELL STAGGERED. 4. REEEEE.N=S SEE CUMMINS POWER GENERATION DRAWING 0500-3175 SHEET I OF 2 FOR REQUIRED STUB-UPS THR(,qJGH THE FOUNDATION AND NOTE 2 ON THE SAME DRAWING FOR FUEL TANK MOUNTING INSTRUCTIONS. 5. SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION MUST BE,,PVR I FQRlMED,WHERE REQ. UIRED FOR CONCRETE AND EPDXY ANCHORS IN ACCORDANCE :WJTH,,i 11 1F_Q. ONS 704:4 -AND: 1704,13 OF THE 2010 CBC, WHEREBY SPECIAL INSPECTION oll'DEFINtf)"-IN SECTION l 102.1'OF THE 2010 CBC. 6, -EPDXY ANCHOR EPDXY ANCHORS SHALL BE STAINLESS -STEEL HILTI HIT-RE 50OSD. WITH F593 THREADED RODS. ALL EPDXY ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & -ICC REPORT #2322. VISUAL SPECIAL INSPECTION IS REQUIRED. SPECIAL NOT'L' Tr K, THE FOUNDATION MUST BE SQUARE, AND THE ANCHOR BOLTS MUST BE ACCURATELY PLACED PLUMB, THE GENERAL CONTRACTOR SHALL. BE. RESPONSIBLE FOR THE F'OUND'ATION. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE GENSET AND ENSURING PROPER POSITIONING OF THE ANCHOR BOLTS IN THE GENSET FOUNDATION. 4'-6" CONTRACTOR SHALL VERIFY EXACT LOCATION OF ANCHOR GENERATOR FOUDINATION BOLTS USING FUEL TANK DWG. 0500• -4897 SCALE: 1 1' Pacific Engineering Group, In.c. 12- -9699 -Blue L-arkspur Lane, -Ste 1.04 -Monterey, CA -93940 ph: (831.) 3.3370644 fax: (83:1) 333-0645 ENGINEERING DEPARTMENT REVISION& VALVE MCORD El PLAT SHEET NO- SCAM: AS SHOWN DIU-" -By., A. GARCIA P=ONED -BY: G. 'KNOTT camlli,lby- DATE: APPROVED BY: DATE: NOT VALID WITHOUT WET SIGNATURE DAM UM, DunMUTTONF-1MAP Ka mim F] smim SCHMUM STATIONscumATic El ZONE 34AP F-I VALVE MCORD El PLAT SHEET NO- SCAM: AS SHOWN DIU-" -By., A. GARCIA P=ONED -BY: G. 'KNOTT camlli,lby- DATE: APPROVED BY: DATE: NOT VALID WITHOUT WET SIGNATURE DIS'T'RICT; BAKERSFIELD 0 0 t cn 0 0 W DIS'T'RICT; BAKERSFIELD R4 x. E) PANELBOARD & FOUNDATION TO REMAIN, TYP. 1 ell 33" MIN. 6 MIN. .MIN. 1 f o I Ii !I L(N):9" CONC SLAB w/ 4 01 12" O.C., EA. WAY, CENT-ERED IN SLAB), TY[ I "°'..._' PANELBOARD PER LAS DETAIL, TYP. A PLAN VIEW 3 DOWELS 8" O.C. AROUND _ PERIMETER; EMIBED. 3" INTO (E) CONC., ' SLAB, TYP. t g" Ox.7j" EMBED.. SS. HILTI HIT -.HY 150 i, •..nr -" ' MAX --SD EPDXY ANCHOR; EMBED. 3" ,thT0 - E) CONC. - SLA'18, TYP. (4 TOTAL). -VERIFY LOCATION. VISUAL SPECIAL INSPECTION " 3„ REQUIRED, NOTES FOR FOUNDATION 1, 'GENERAL ALL CONSTRUCTION NOT SPECIFICALLY DETAILED SHALL CONFORM -TO THE REQUIREMENTS OF THE 2010 CALIFORNIA BUILDING CODE (CBC) AND ANY LOCAL SCALE: 1 CODE - REQUIREMENTS. -ALL - DETAILS, SECTIONS. -AND- _NOTES SHOWN ON THE SECTION DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL. APPLY TO SIMILAR SITUATIONS A ELSEWHERE UNLESS OTHERWISE NOTED. f• THE CONTRACTOR SHALL COMPARE THIS DRAWING WITH EXISTING CONDITIONS AT THE SITE, AND WITH ALL OTHER APPLICABLE DRAWINGS. HE SHALL. VERIFY MEASUREMENTS ti OF ALL EXISTING FEATURES AFFECTING HIS WORK, AND SHALL REPORT ANY DISCREPANCIES TO THE .CALIFORNIA -WATER SERVICE COMPAN= ENGINEER FOR 1 CLARIFICATION AND ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL DE SOLELY RESPONSIBLE. FOR VERIFIGAItION OF ALL DIMENSIONS f " C SHOWN ON THIS DRAWING WITH THE REQUIREMENTS OF EXISTING CONDITIONS AND tv^ i ALL 'RELATED NEW - EQUIPMENT. i Ytf' lk j FOUNDATION PREPARR om: AREAS TO RECEIVE FILL SHALL BE SCARIFIED TO A DEPTH OF SIX INCHES AND WATERED TO PROVIDE A MOISTURE CONTENTCOMMENSURATEWITHEFFICIENT - DENSIFICATION, AND "C,3MPAtTIED TO '557. OF THE i' MAXIMUM DRY DENSITY PER ASTM D1557. THERE SHALT. BE A MINIMUM OF 6" e CLASS 2 AGGREGATE BASE (AB) UNDER ANY PROPOSED FOUNDATION COMPACTED TO 95% MDO_ t THE..AGGREGRATE- .BASE, .FORMS AND SUlBGRAD.E..SHALL..BE. THOROUGHLY WETTED x BEFORE PLACEMENT OF CONCRETE, sr 2. CONCRETE t I ALL CONCRETE SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF is 3000 PSI AT 28 DAYS -OF AGE (DESIGN -BASED -ON 2500 .PSI —NO SPECIAL INSPECTION IS REQUIRED). MINIMUM CEMENT SHALL BE 5 ---1/2 SACKS PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 3 "`. UNLESS OTHERWISE- NOTED, ALL EXPOSED HORIZONTAL AND VERTICAL EDGES AND CORNERS SHALL HAVE 3/4" x 3/4" CHAMFERS. ALL REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER EMBEDDED HARDWARE SHALL BE ACCURATELY SET AND SECURELY HELD IN PLACE TO MAINTAIN POSITIONS DURING PLACEMENT OF CONCRETE. THE LEVEL BEARING N.) INDOOR ELEC, PANELBOARD SECTION AREA AT THE TOP OF THE FOUNDATION SHALL RECEIVE. A HARD STEEL TROWEL VERIFY 2' -4° - PER CLIENT, TYP. FINISH, SMOOTH AND LEVEL. CONCRETE PAD SHALL BE WATER CURED CONTINUOUSLY FOR 7 DAYS. UNLESS N) 9" CONE. SLAB PER PLAN, TYP. OTHERWISE NOTED. NO ALUMINUM CONDUIT OR PRODUCTS CON:TAININ_G ALUMINUM OR ANY OTHER Ox7 " EMBED_ SS. HILTI HIT -HY 150 ;ty(AX -SD:.: MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE, EPDXY ANCHOR;; EMBED 3" INTO E) CONC. S! AB, TYP. (4 TOTAL). VERIFY LOCATION, VISUAL SPECAL CONCRETE INSPECTION TO BE PERFORMED BY CWS CO. E) 'WALL TO REMAIN, TYP. — INSPECTION REQUIRED. 3. REINFORCING STFIF 3 DOWELS Cam? 8" O.C. AROUND PERIMETER j9" ALL BARS SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTivI A615. EMBED 3 "), TYP. k REINFORCING BAR BENDS AND STANDARD HOOKS SHALL CONFORM T0- ACI 318, n LATEST EDITION. ALL BENDS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN. BARS 2G FEET AND -SHORTER IN -LENGTH' -SHALL 'BE IN 'SINGLE LET +IF TF1E) LONG. SLAIB FOOTING TO REMAIN; TYP. RUNS WITHOUT SPLICES. BARS LONGER THAN 20 FEET IN LENGTH SHALL BE IN SINGLE LENGTH RUNS CiR' MAY SPLICED WITH 43 BAR' DIAMETER 'LAPS' (2' —G" r FOR , #4 BARS). SPLICES IN ADJACENT BAR RUNS SHALL BE WELL STAGGERED. 3" 4. SP_ UI.&L P Cj PERIODIC.; SPECIAL_ INSPECTION MUST E1E PERFORMED WHERE REQUIRED FOR CONCRETE AND EPDXY ANCHORS IN ACCORDANCE WITH SECTIONS 1704.4 AND 1704.13 OF TI4E .2Q1.0: f G, WHEREBYY Si'EC.IAL IN.S:P CTlQN; I t[RED .N SECTION 1702.1 OF THE 2010 COC, 6. EPDXY ANCHORS f EPDXY ANCHORS SHALE.. BE STAINLESS STEEL HILTI HIT -RE 50OSD. ALL EPDXY ANCHORS SHALL BE INSTALLED -PER -MANUFACTURER'S SPECIFICATIONS -ICC REPORT #2322. VISUAL SPECIAL INSPECTION IS REQUIRED. THE FOUNDATION MUST BE SQUARE; AND THE ANCHOR BOLTS MUST BE ACCURATELY E) FTG TO'1. „ .._... ti i. ..:,4 PLACED PLUMB, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMAIN t FOUNDATION. ell 33" MIN. 6 MIN. .MIN. 1 f o I Ii !I L(N):9" CONC SLAB w/ 4 01 12" O.C., EA. WAY, CENT-ERED IN SLAB), TY[ I "°'..._' PANELBOARD PER LAS DETAIL, TYP. A PLAN VIEW 3 DOWELS 8" O.C. AROUND _ PERIMETER; EMIBED. 3" INTO (E) CONC., ' SLAB, TYP. t g" Ox.7j" EMBED.. SS. HILTI HIT -.HY 150 i, •..nr -" ' MAX --SD EPDXY ANCHOR; EMBED. 3" ,thT0 - E) CONC. - SLA'18, TYP. (4 TOTAL). -VERIFY LOCATION. VISUAL SPECIAL INSPECTION " 3„ REQUIRED, SCALE: 1 SECTION A A a f• ti ell 33" MIN. 6 MIN. .MIN. 1 f o I Ii !I L(N):9" CONC SLAB w/ 4 01 12" O.C., EA. WAY, CENT-ERED IN SLAB), TY[ I "°'..._' PANELBOARD PER LAS DETAIL, TYP. A PLAN VIEW 3 DOWELS 8" O.C. AROUND _ PERIMETER; EMIBED. 3" INTO (E) CONC., ' SLAB, TYP. t g" Ox.7j" EMBED.. SS. HILTI HIT -.HY 150 i, •..nr -" ' MAX --SD EPDXY ANCHOR; EMBED. 3" ,thT0 - E) CONC. - SLA'18, TYP. (4 TOTAL). -VERIFY LOCATION. VISUAL SPECIAL INSPECTION " 3„ REQUIRED, 1,10U -k-FOUNID"A N DE I'AlLNANELD'_NARYw SCALE: 1 41• a f• IF 1 t C tv^ i 3 Ytf' lkklf e t x£ x sr t is 1,10U -k-FOUNID"A N DE I'AlLNANELD'_NARYw 36" 1'0 40" PANELBOARD 30 " -34" 3" SECTION 3" CONDUIT 14„ 20" SPACE PANELBOARD n BASE DETAIL 1 9699 Blue - L.ar-k-pur Lane, Ste 1.04 - Monterey, -CA 93940 ph: ( 831) 333 -0644 fax: ( 831) 333 -0640 ENGINE RING D=* MT. AW um0N 1 PUT r Q s we S1' WON scum"ve Zolat—t T'T,AT .SIMRT N-0.c AS XOM MWN' BYz A. GARGIA. DEST0I D' BY: KNOTT CHECII£ED HTf 1iA'T'wt APPROVED BY: DATE: C , 22 30 -13- NOT VALID WITHOUT WET SIGNATURE 1 SCALE: 1 41• a 36" 1'0 40" PANELBOARD 30 " -34" 3" SECTION 3" CONDUIT 14„ 20" SPACE PANELBOARD n BASE DETAIL 1 9699 Blue - L.ar-k-pur Lane, Ste 1.04 - Monterey, -CA 93940 ph: ( 831) 333 -0644 fax: ( 831) 333 -0640 ENGINE RING D=* MT. AW um0N 1 PUT r Q s we S1' WON scum"ve Zolat—t T'T,AT .SIMRT N-0.c AS XOM MWN' BYz A. GARGIA. DEST0I D' BY: KNOTT CHECII£ED HTf 1iA'T'wt APPROVED BY: DATE: C , 22 30 -13- NOT VALID WITHOUT WET SIGNATURE 1 DATE: 11,/17/11 PRO ,NCT m.: 8942 R. W. DRAWING NO.: BLK -10952 SHT I OF I tz C DATE: 11,/17/11 PRO ,NCT m.: 8942 R. W. DRAWING NO.: BLK -10952 SHT I OF I I vdpn 0 SN' yv INV Tl— . C0* 0 IV FJ 1,4N f VIA IdA gap ONIMID3 a3AI30,38