The URL can be used to link to this page

Home My WebLink About3501 COLUMBUS STREET AST REMOVAL 2013HOODS ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. 15?-166M S4SK File Number: ; 'j Address: -3-5-in ( (2 p Li wt, bcJ S 5 c Bakersfield, CA 933 Date Received: /a- 17— Business Name: SYSTEM: BUILDING SQUARE FEET: INSPECTION LOG New Mod. Commercial Hood System Fire Alarm System Fire Sprinkler System Spray Finish System Aboveground Storage Tank Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank Other. --/" Building Sq. Feet: Calculation Bldg. Sq. Ft: 1. Comments: i s4ol —ld A 5 i C6&wegelz;,e in! sia7> Div /u 2 2 3 3. 4. Date Time pv Signature Signature 7« ABOVEGROUND STORAGE TANK Inj INSTALL 1:1 REMOVE PERMIT # JJ w/Rl wR1N Pr BAKERSFIELD FIRE DEPARTMENT Prevention Services 2101 H Street Bakersfield, CA 93301 Phone: 661- 326 -3979 • Fax; 661- 852 -2171 Page 1 of 2 FACILITY NAME 2ci , TeQ Cew d 6a {4Trr C` fc r i 6SM 14 ADDRESS 3501 a& a& 6t,s s Rqkers&A c.A OPERATOR NAME AT -T PERMIT TO OPERATE # OWNER NAME ArTrT OF TANKS TO BE INSTALLED _ REMOVED TANK # CONTENTS VOLUME pie 2 {oS NAME OF C Y /REMO AN S-"P exyw 60G ZA ,K• MAILI ADDRESS A~{/ Mi 1 1685 qSCAv NAME & PHONfjEE # OFF CONTACT PERSON Toen E3a" (40) DATE & TIME TANK IS TO BE TALL 1 -11 -2.011 EMOVED SIGNATURE OF ICA T DATE A PROVE BY DATE FD2081(Rev 05/10) ABOVEGROUND STORAGE TANK f/R! ARf® f D INSTALL C REMOVE PERMIT # BAKERSFIELD FIRE DEPARTMENT Prevention Services 2101 H Street Bakersfield, CA 93301 Phone: 661-326-3979 e Fax: 661-852-2171 Page 1 of 2 FACILITY NAME 7 ph'-JA Te Ise (Im a,, 6a kT9-7- CAc )m a Cs 4 14 ADDRESS 350I (gom 6) 5 CA OPERATOR `NAME PERMIT TO OPERATE # OWNER NAME A -T9-T' OF TANKS TO BE INSTALLED / REMOVED TANK # CONTENTS VOLUME D, 2 wo n NAME OF COMPANY AND/ ANK Roe6oe<, O0"6ZCL, hc. MAILING DREXWks Fri Gw-L- F) DC410 Allis CA, g5462- NAME & PHONE # OF CONTACT PERSON 3oe. PArl er 55q-+6-6-431 DATE & TIME TANK IS TO BE INSTALLED SIGNATURE 0 PLI NT DATE APPR VED Y DATE FD2081 (Rev 05/10) suntK u Transmittal Stantec Architecture Inc. 1383 North McDowell Boulevard; Suite 250 Petaluma CA 94954 Tel: (707) 765 -1660 Fax: (707) 765 -9908 To: Dave Weirather From: Chris Brown Company: Bakersfield Fire Department For Your Information Address: 2101 H Street, Bakersfield, 0 For Your Approval 1 CA 93301 For Your Review 1 12 -17 -12 0 As Requested Phone: 661.326.3979 Date: December 17, 2012 File: 2007882019 Delivery: G SO Reference: AT&T FACILITY BKFDCA1 3)(SA1 14) 3501 COLUMBUS ST. BAKERSFIELD, CA Attachment: Copies Doc Date Pages Description 2 08 -29 -11 6 Half size set fueling plans (record drawings) 1 12 -17 -12 1 AST removal application form 1 12 -17 -12 1 AST Installation application form 1 12 -17 -12 1 Check in the amount of $289.00 ($109 removal fee; $180 installation fee) Ric, Per your request please find the enclosed items for the above listed project. If you have any questions or comments please contact me. ST TEC AR HITECTURE INC. 1 Chris Brown Project Manager Tel: (707) 765 -1660 Fax: (707) 765 -9908 Chds.brown@stantec.com One Team. Infinite Solutions. csb f:\ project\ m- no- p \oth\2007839034\docs\bakersfield fire permit app tms 12- 17- 12.doc Bank of America, NA STANTEC CONSULTING SERVICES INC. PERMIT FEE ACCOUNT 1383 NORTH McDOWELL BOULEVARD, SUITE 250 PETALUMA, CA 94954 12/17/12 PAY TO THE ORDER OF Bakersfield Fire Department Two hundred eighty nine dollars SIGNATURES / MEMO 2007882019 998 CSB AUTHORIZED 11'0000989 211' 1: L L 111 0000 L 21: 44 2 657 274911' STANTEC CONSULTING SERVICES INC. PERMIT FEE ACCOUNT 2007882019 998 CSB CUPA plan check fees - AST removal and installation STANTEC CONSULTING SERVICES INC. PERMIT FEE ACCOUNT 09892 32.1/1110 TX 0 289.00 DOLLARS 09892 09892 1 IGENERATOR AND N -BASE TANK i BY OTHERS DI G SITE PLAN N qP E) BUILDING \ E) ENGINE ROOM \ OQ lWoe \ COLUMBUS STREET n.V.q VnV- - w smut u SCALE: I' - 40'-0' 1 VICINITY MAP 1. CONTWCTOR TO FURNISHALL LABOR. MATERIALS. EQUIPMENT AND SERVICES NECESSARY FOR THE SATISFACTORY COMPLETION OF ALL WORK CALLED FOR OR REWIRED BY THE DRAWINGS AND SPEOFICATKINS. 2. ALL WORK SHALL BE PERFORMED N ACCOR IMM WITH THE CONNf APPLICABLE UNIFORM BIAEDRRCCODE. CALIFORNIA FIRE CODE. MTKWW. ELECTRICAL CODE. CALIFORNIA UNDERGROUND STORAGE TANK REWIATMA CAL -OSHA CONSTRUCTION SALTY ORDERS NO ANY DIRER APPLICABLE STATE, CITY. ORCOUNTYORDINANCES. 3. CONTRACTOR SHAD. PRO= ALL EOM FACILITIES TO REMAIN UNLESS NOTED OTHERM CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING FAIGUTES WHICH ARE DAMAGED BY THE CON RWIMS OPERATIONS TOTHE SATISFACTION OF AT&T. 4. THE EXISTENCE OF UNDERGROUND UOLITES IS UNIOROWN. R SFWL BE THE CONTRACTORS RESPONSIBILITY WPM TINE HULT EDCATON(S) AND /OR EOSIENCE OF ALL UNDER-GROUND UTILITIES N WORK AREA PRIOR ro COISIRUCIION, CONTRACTOR SHALL CONTALT UNDERGROUND SERVICE ALERT FOR FIELD MARKING OF UTLLIY LOCATIONS. 5. CONTRACTOR SHALL APPLYAND PAY FOR ALL PERMITS REQUIRED FOR THE COMPLETION OF THIS PROJECT. CONTRACTOR TO SUPPLY CERTIFICATE OF INSURANCE CITY BUSINESS U ESE EVIDENCE OF CONTRACTORS LICENSE AND ANY OTHER INFORMATION WHICH THE PowNG AGENCY REWIRES FROM CONTRACTORS ALL PERMITS. CERIFICATES AND LICENCES SHALL REMAIN CURRENT T FKXX T PROTECT QURATOL GENERALCONTRACTOR SFAU. NOTIFY THE QUM PROMPTLY F SITE CONDITIONS OR DIMENSIONS DISAGREE WITH INFORMATION SHOWN ON THESE DRAWPKS. WORK IS NOT TO PROCEED UNIT. SUCH DIFFERENCES ARE RESOLVED. 7. NOT USED. NOT USED. 9. CONTACTOR SHALL DISPOSE OF CLEAN SOIL. CONCRETE DEBRIS AND MISCELLANEOUS EQUIPMENT. 10. CONIWCIOR SHALL PROVIDE A DETAILED MEHDD OF PROCEDUE (MO.P.) ro AT &T FOR WROYAL PRIOR ro SHAT OF COISTRUCTON MOP SHALL NCU DE QULONG VENMTDN OAtTY PRWEDURES. I. CCNML70R 94AL SUPPLY AT&T WITH A DETAILED NOR( SCHEDULE AND UPDATE PROGRESS AD/OR CHARGES ON A WEEKLY BASIS. 12. CONTRACTOR SEAL PROVIDE THE SETS OF SUBMITTALS ON ALL EQUIPMENT TO THE UNGINEFR PRIOR TO STARE OF CONSIRUCRONL I& CONTRACTOR SHALL BE RE5PON40E FOR SUPPLYING THREE COMIPIEIE SETS OF OPERATION. MAINTENANCE AND TEST DATA WHICH SHALL NaTAE A) ALL MANUFACTURER'S UIE KFU E. SIBUTDL DATA COPIES. INSTALLATION, OPERATION AND MAINTENANCE DATA ON ALL EQUIPMENT AM DEVICES NSENIED. THIS IS TO INCLUDE TM M SENSORS, WELLS, PIPING. PUMPS, DOIOE CONTAINMENT SYSTEM, SUMPS. AND ALL OTHER INSTALLED ACCESSORIES. 0) ALL TEST RESULTS NCLBDNG BUT NOT LIMITED TO PRESSURE AND /OR LEK TESTING. C) ALL PERIM COPIES OF SIGNED -OFF PERMITS FROM ALL AGENCIES INVOLVED. D) COPY OFCORRESPONDENCE WITH VARIOUS AGENCIES CONCERNING THIS PROJECT. E) ALL DOCUMENTS AND DATA SHALL BE INSOVLED N A RING BIDER AND EACH SECIM APPROPRMTELY IDENTIFIED. OUTSIDE COVER SARI. CLEARLY IDENTIFY JOB LOCATION AND DATE F) AO -BUILT DWNVDS 14. STOCKPILE OF DIRT (F APRICADIE) SHALL BE COVERED COMPLETELY WITH PLASTIC TARP. ANCHOR AND SECURE PLASTIC TARP FIRMLY TO PROTECT FROM THE EEMET& 15. ALL ELECTRICAL WOK M BE DONE N COMPLIANCE WITH CHAPTER 5. ARTICLES 500 '0 AND 514 OF THE NATIONAL ELECTRIC CODE SEA. ALL CONDUITS AS REQUIRED UNDER THE CODE 16. NO GALVANIZED PPE OR FITTINGS FOR DIESEL SERVICE WILL BE AVOWED. 17. ALL UNDERGROUND WON SAU. BE PVC COATED, RICA TYPE WITH TREADED COMECIORO AND BE WRAPPED FOR WIRRO ON PROTECTION TO APONT ABOVE GROUND LEVEL ALL ABOVEDRWND OUTDOOR CONCUR SHALL BE GALVANIM NO NO DE CAST. PVC. OR PLASTIC ELECTRICAL CONDUIT OR FITTINGS SAL. BE USED. 115E ONLY STEEL comm FRIINCS 18. NEW TALKS MD PIPING TO BE TESTED N ACCORDANCE W M APPICBLE REGULATIONS AND SPECIFICATIONS. 19. ABOVE GROUND FUEL PPM SHALL BE SECOIDAIMY CONTAINED AND MONITORED IF NOT LOCATED INSIDE A ROOM WTH APPROVED SECONOVO' CONTAINMENT THAT 5 MONITORED. 20. THE CONTRACTOR S TO COMPLY WITH ALL OUST CONTROL REDUIREMENTS M SET FORM BY TOE FACILITY SEPEMSOR OR HIS DESIGNATED REPRESENTATIVE WHEN DRLLIMQn CORING, OR OTHERWISE MAUNG HOLES OR PENETRATIONS INSIDE THE FACILITY MAIMING, MOVING SCREW HOLES FOR GON A R SUPPORTS, ETC. AS A MINIMUM EFFORT. THE CONTACOR WILL CONTAIN AND COLLECT ALL CAST BY MEANS OF PLASTIC SHEET IS(XAMN OF THE WORK AREA AM VACUUMING THE UST AS B OCOTBS. 21. NO WOMB IS TO BE PE FORWED OVER THE SWITCH EQUIPMENT WITHOUT MOP WINDO OF PROCEDURES). 22. PRIOR TO DISCONNECTING THE VEEDER ROOT TS-350 MONITORING SYSTEM FOR ANY REASON YOU MUST NOTIFY AM RECEIVE WRITTEN CONFRWIION 48 ENS. N ADVANCE FROM RE ED&S CAM (CALIFORNIA AMY MMAGR). PRNWRY NOTIFICATION / 1- 800 - KNOW -FNS: PRO- 2 -I -2. ALL V ®EM ROOT WORN, INCUIOND DISCONNECTS. MUST BE WEE BY A VEEDER ROOT CERTIFIED LEVEL 4 TDOINCLNL PROA:crwowTH SFE ME' NONE a PRP.CCTNIXiM GENERAL CONDITIONS 1 COORDINATE THE WORK: DO NOT DELEGATE THE RESPONSIBILITY FOR COORDINATION TO ANY ROMIRACTOR, FABRICATOR OR SUPPLIER. 2 R60LR ENCE, OR EXTENTFXTENTT OF CONCERNING COORDINAILON, 3 , U DRAWINGS HE OTHER TO I %Q, TE INTEGRATE T WORK TO PREVENT 4 COORDINATE WORT( PERFORMED BY AT &T AND OTHERS AS R INVOLVES THE EXECUTION OF THIS WORK 5 COORDINATE DELIVERY AND SFDRGE OFAT &T FURNISHED EQUIPMENTANDFUELFORTESTING. CUTTING AND PATCHING 1. PATCHING SEAL SUCCESSFULLY DILIRGATE UNDISTURBED ADACENT FINISHES, COE6, I.O TDOURES AND PROFILES. 2. COMPLY WITH LOCAL ORDINANCES AND THE REME ENM OF CCR IDLE 6. INDUSTRIAL SAFETY ORDERS AND CAL/OSHA REGULATIONS. CO NUT CUT OR ALTER STRUCTURAL MEMBERS WITHOUTPRIOR WRITTEN APPROVAL OF AT&T. I PERFORM MUM ASSMVITD STRUCTURAL REINFORCING AND PATCHING IN A MANNER TO PREVENT DAMAGE TO OTHER WORK AND M PROVIDE ROPER SURFACES FOR THE NS ALMON OF MMTERW.R EQUIPMENT AND REPAIRS. PERFORM DEMOLITION WORK IN SUCH MANNER AS TO PREVENT DAMAGE TODOWFACILITIESTOREMAINORTODESALVAGED. AND M PREVENT INJURY TO PUBLIC AND WORKERS ENGAGED ON SITE UNDER THIS OR OVERCONERACI5. DEN(WRION DEBRIS SHALL NOT BE ALLOWED TO ACCUMAATE ON SIZE KAZARDOUS WORK SHALL NUT BE LEFT STANDING OR HANGING OIEFOpR OR WEEKENDS, 4. WHEREVER CUTTING AND REMOVAL OF PORTIONS OF E ISGNG WORK IS INDICATE SUCH WOK SHALL BE SAWN N A MANNER THAT WILL PRODUCE NUT AND STRAIGHT ENE% PARALLEL TO ADJACENT SURFACES OR PLUMB FOR VERIMAL SURFACES. GRIND SMOOTH RESULTING EDGES OF CONCRETE SUBS OR WALKS. 5. NEATLY REEVE HOSTING FINISH MATER IS BACK TO CLEAN STRAIGHT LINE ON NEAREST SUPPORT N ORDER TO FACILITATE INSTALLATION OF NEW MATERALS. PATCHES OR REPAIRS EXECUTE CUTTING AND DEMOIWN BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER WORK AND WHICH WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF REPAIRS AND NEW WORK. KEEP A EAWAY% WALKS. CORRIDORS AND STREETS FREE OF ORT AND RUBBISH. 7. REPAIR OR REPLACE YBROrD/E05 DAMAGED AS A RESULT OF THIS WORK AT NO ABOTONAL EXPENSE TO AT&T. PROVIDE WATER DAMS AND OTHER CONTAINMENT PROCEDURES. AS NECESSARY, FOR CONIROIYRC WATER USED FOR CONCRETE SAW CUTTING. CONTACTS AIR POLLUTION CONTROL DISTRICT PERMIT BUILDING DEPARTMENT CffV OF BAKKRSFISLD 1715 CHESTER AVENUE HAEERSFID.D, CA, 001) 326 -3720 PERMIT FIRE DEPARTMENT CffY OF BAEERSFIEID 1501 TRUXTUN AVENUE BAKERSFffiD, CA 661) 326 -3979 PERMIT A CUPA BAEERSFMD CffY FIRE DEPT 1601 TRUXTUN AVE BAEERSFIEID, CA 93301 661) 326 -3979 PENT / GENERAL TANK INSTALLATION NOTES 1. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH TREADED PIPE RHOS SEALED GAWEA RED PPE THWAT SEALANT (OR APPROVED EQUAL). 2. TANKS SHALL BE TESTED AND INSTALLED N ACCORDANCE WITH YN UFACTIAER'S RECOIYQMTI NS AS WELL AS STATE AND LOCAL REGRA NS. TM FNMRONYENTAL SERVICE (YET HALL PERFORM ALL COMPLIANCE TESTING FOR D&C PST SYSTEM PROJECT H NCLUDES ALL NOTIFWA7GHS OOCUMFNTSYSE CEROJECTONS AFAR INCLUDES AS REARED Bf THE LOCAL AGEI,Y. TE PAV IS ro IXCWDE MYVAL COSTS FOR COYPLANCE TE919G FROM T#IR &DES. THE COYAV wLL CORFTIM WITH THE Marx AGENCY wHIAT FOR SNIT S REARED AM NFORM TES TES HALL PROVDE THE CC A PROPOSAL FOR ORE SPICE. COMPLIANCE TEEMING. WILL CONTRACT TE THE S OR BILL THECOFORINCAOFTTHECOANDPAVwLLCCORDINATEWITHTESFORSCHEDULINGQUTHETEST. CONTACTDEBBIE UBOURGAULT67-01714) GOBOIAt1LVATALLT OTM.COM 3. ALL CONDUITS TO PAVE SEAL -OFFS PER LATEST EDITION OF THE NATIONAL EEDIRC CAME ALL J -DOXES ro BE EXPU1610N PROOF. MiARK A RAG$i%20R f SttlfDSiDYf - 8_CAIiSEIES ORIENT ALL J -80785 SUCH THAT THE SLEW LO IS ACCESSIBLE WITHIN THE CONTAINMENT SUMP. 4. ALL PENETRATIONS OF THE SUMP BOXES M BE SEALED BY THE APPROPRIATE SIZE WESTERN Fl iAi CUFF FITTING, 5. USE CABLE COUEL7CR FTITINGS (CRO/5E -HINDS CGB OR ETMVALM ATMONITOR & LIQUID LEVEL GAIOE CABLE CONNECTIONS TO J-BOES It PIPE FITTINGS. 0. ALL UNDERGROUND CONDUITS TO BE PVC COVED RIGID. ALL MOVEDRWND OUTDOOR CONDUIT SHALL BE GMYAN9ED RLTD. ALL COMM INSTALLED NODE BUILDING MAY BE W. ALL EMT CONDUIT F1111NGS TO BE COMPRESSION TYPE. 7. VENT RESET TO BE SCR. 40, RACK STEEL PIPING FOR FUEL OE SUPPLY & REP" LINES M BE WELDED BUR SON 40 STEEL PPE AND RPM TO BE 150 /BRAG( MA1EAM IRON, INI.ESSINDICATEDOTHERWISE. I ALL CONCRETE 10 BE 6 SAC( MX, 2300 PSI (WDIL) AT 28 DAYS 10. ALL EQUIPMENT. HARDWARE AND SYSTEM COMPONENTS MUST BE INSTALLED N ST6CT CONFORMANCE WITH YA UFACWRFR'S NSTRUCMNO AD SPECIFICATION. 11. WALL PRODUCT TAG N FILL BOX, ATTACHED TO RAE. 12. ALL PDOT OSLO. WNDO TO TANK (OR GENERATOR) 1/4' PER FOOT (115' PER 13. TES SHALL PERFORM SECONDARY CONTAINMENT TEST AND REPORT RESULTS ON STATE APPROVED SECONDARY TEST FORM. 14. PRONE ALL MPROPRMIE SNNAGE AS REQUIRED BY THE 2007 CFC AND NFPA SCOPE OF WORK SUMMARY 1. CALL UNDERGROUND SERVICE ALERT (U.SA). AT&T CABLE DIVISION AM APRIMATEUTILITYLAGOONAYNMUIOF46HDUf6PROProSTARTOF WNSIRUCTIM ALL SURVEYS MUST BE COMPLETED PRIOR TO START OF WOK 2. SCHEDULE A MEROD OF PROCEDURE (Y.O.P.) MEETING WITH AT&T FACILITY ENGINEER AT A MINIMUM ONE WEIX N ADVANCE OF PROPOSED CONSTRUCTION STMT DATE LXLOLSH (E) GENERATOR CONCRETE GAB. INSTALL (N) CONCRETE SLAB FOR GENERATOR WITH RISE TANK. 4. INSTALL (N) TANK TOP EWPMQ/T ON (N) DOUBLE WALL UL142 LISTED 2765 GALLON DIESEL RISE FUEL TANK FUEL TALK M BE PROVIDED AND INSTALLED WITH GENERATOR BY OHM S UPGUOE R%- ROOT TS -350 TALK MONITORING PANEL. INSTALL NEW SENSORS. LTV( DEIECIM PROBE TO MONITOR NEW FUEL TANK 0. INSTALL NEW CONDUIT AND CONDLUOR5 AS REQUIRED FOR FEW VFEDER -ROOT OVERFILL &ARK SENSORS, AND PROBES. 7. INSTALL NEW OVERFILL ANAL AND ACKNOWLEDGEMENT SWITCH WITHIN CLEAR LINE OF SITE FROM TANK FILL LOCATION. PERFORM PRESSURE TESTS ON NEW TANK AND PIPING IN ACCORDANCE WITH MANUFACTURERS timc110N5. 9. INSTALL NEW OVERFILL PREVENTION VALVE AND DROP TOE AT BASE TANK FILL PORT. 10. FILL MEN TANK WITH LOW SLOW DIESEL FUEL (BY AT&T). 11. INSTALL VEEDER ROOT SENSORS ON FLOOR OF GENERATOR ENCLOSURE AND N TAWS INTERSTICE 12. UPON COMPLETION OF WRSIRUCION CONTRCTOR SHALL ARRANGE A FINAL WALL( THNU SIZE INSPECTION WITH AT&T AND MbUW RFPR6F EARL It six Imagp €ia SHEET INDEX FI COVER SHEET AND NOTES F2 TAW INSTALLATION PLANS F3 MISCELLANEOUS DETAILS F4 TYPICAL TLS -350 INSTNIATKN EXILING INSTALLATIONS TO BE UPGRADED) F5 PROJECT CLOSE OUT CHECK SF S1 ENGINE MODULE FOUNDATION PLAN AND DETAILS pp 7 p ISHT# Al. MI, S Mk1LHJ V DR1L'19 ENGINEERS, INC. aas soave Me6 street sea m.e, G 9suz -zzte 4S8 14tG 34 t. Suit T - oeklmd, G 94812 -ZPLS 498 Poem Street YvabnT. G 9]940 -I4(0K9 (tae) zez -teo9 PAX (400) 29T -2995 maetervbriea.cem REVISIONS / AUTHORIZATIONS mom 7 - RECORD DRAWINGS PROPRIETARY AT &T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AMT THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OFTHELOCALGOVERNMENTAGENCYINCONNECTIONWITHAPPLICATIONFOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND / OR ZONING CHANCES. a t CORPORATE8clREALESTATEt; GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 SHEET AND NOTES PPn+eer NMHk ONO 12 -4-08 xue M NOTED 7440062 qNW 6: GM ama9eG DSB AYe1DIQ7ATpN sm: 00 sms sRm Stanr W,,__ S1Bntec AYChiteGUre lnc. Td 707.765.1660 a 1137 N. M -I Ord. Fac 707.765.9908 Pet.l -. CA U.SA 94954 V++tantec.mm BKFD13 -01 -0609 I Ft ENVIRONMENTAL HEALTH SAFETY APPROVED PST INSTALLATION CONTRACTORS I. YIN (NJ. W 28AGH PETROLEUM (N0. CA) 3. FINER CDNST. NG (N0. GA & " 4. GETTER -RYAN INC. 5. PARADISO MECHANICAL. INC. ATM: HIDE 10551C( 73W SOMERSET BLVD. ATTIC BILL BALCH 93D VIES AVE. ATrN: SIEVE WFLGE 3w SEAPORT BLVD. ATTN. DAVID A BYRON 6747 SERRA CT.. SURE J, ATIN: PAUL PARAASO ADDRESS. 2600 WILLIAMS STREET PALBWOONT, CA 90723 MI PITAS. CA 95035 W. SACIMENTO. G 95891 DUBUK CA 94566 SAN tEADRO, CA 91577 562) 663- •1315 108) 942 -8886 916) 372 -1985 925 551 -7555 X 113 510 614-0390 X 102 552) 863 --1320 FAX 408) 942- 0131FAX 916) m -0911 FAX 925) 551 -7886 FAX 510; 814 -6796 FAX GENERAL TANK INSTALLATION NOTES 1. ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH TREADED PIPE RHOS SEALED GAWEA RED PPE THWAT SEALANT (OR APPROVED EQUAL). 2. TANKS SHALL BE TESTED AND INSTALLED N ACCORDANCE WITH YN UFACTIAER'S RECOIYQMTI NS AS WELL AS STATE AND LOCAL REGRA NS. TM FNMRONYENTAL SERVICE (YET HALL PERFORM ALL COMPLIANCE TESTING FOR D&C PST SYSTEM PROJECT H NCLUDES ALL NOTIFWA7GHS OOCUMFNTSYSE CEROJECTONS AFAR INCLUDES AS REARED Bf THE LOCAL AGEI,Y. TE PAV IS ro IXCWDE MYVAL COSTS FOR COYPLANCE TE919G FROM T#IR &DES. THE COYAV wLL CORFTIM WITH THE Marx AGENCY wHIAT FOR SNIT S REARED AM NFORM TES TES HALL PROVDE THE CC A PROPOSAL FOR ORE SPICE. COMPLIANCE TEEMING. WILL CONTRACT TE THE S OR BILL THECOFORINCAOFTTHECOANDPAVwLLCCORDINATEWITHTESFORSCHEDULINGQUTHETEST. CONTACTDEBBIE UBOURGAULT67-01714) GOBOIAt1LVATALLT OTM.COM 3. ALL CONDUITS TO PAVE SEAL -OFFS PER LATEST EDITION OF THE NATIONAL EEDIRC CAME ALL J -DOXES ro BE EXPU1610N PROOF. MiARK A RAG$i%20R f SttlfDSiDYf - 8_CAIiSEIES ORIENT ALL J -80785 SUCH THAT THE SLEW LO IS ACCESSIBLE WITHIN THE CONTAINMENT SUMP. 4. ALL PENETRATIONS OF THE SUMP BOXES M BE SEALED BY THE APPROPRIATE SIZE WESTERN Fl iAi CUFF FITTING, 5. USE CABLE COUEL7CR FTITINGS (CRO/5E -HINDS CGB OR ETMVALM ATMONITOR & LIQUID LEVEL GAIOE CABLE CONNECTIONS TO J-BOES It PIPE FITTINGS. 0. ALL UNDERGROUND CONDUITS TO BE PVC COVED RIGID. ALL MOVEDRWND OUTDOOR CONDUIT SHALL BE GMYAN9ED RLTD. ALL COMM INSTALLED NODE BUILDING MAY BE W. ALL EMT CONDUIT F1111NGS TO BE COMPRESSION TYPE. 7. VENT RESET TO BE SCR. 40, RACK STEEL PIPING FOR FUEL OE SUPPLY & REP" LINES M BE WELDED BUR SON 40 STEEL PPE AND RPM TO BE 150 /BRAG( MA1EAM IRON, INI.ESSINDICATEDOTHERWISE. I ALL CONCRETE 10 BE 6 SAC( MX, 2300 PSI (WDIL) AT 28 DAYS 10. ALL EQUIPMENT. HARDWARE AND SYSTEM COMPONENTS MUST BE INSTALLED N ST6CT CONFORMANCE WITH YA UFACWRFR'S NSTRUCMNO AD SPECIFICATION. 11. WALL PRODUCT TAG N FILL BOX, ATTACHED TO RAE. 12. ALL PDOT OSLO. WNDO TO TANK (OR GENERATOR) 1/4' PER FOOT (115' PER 13. TES SHALL PERFORM SECONDARY CONTAINMENT TEST AND REPORT RESULTS ON STATE APPROVED SECONDARY TEST FORM. 14. PRONE ALL MPROPRMIE SNNAGE AS REQUIRED BY THE 2007 CFC AND NFPA SCOPE OF WORK SUMMARY 1. CALL UNDERGROUND SERVICE ALERT (U.SA). AT&T CABLE DIVISION AM APRIMATEUTILITYLAGOONAYNMUIOF46HDUf6PROProSTARTOF WNSIRUCTIM ALL SURVEYS MUST BE COMPLETED PRIOR TO START OF WOK 2. SCHEDULE A MEROD OF PROCEDURE (Y.O.P.) MEETING WITH AT&T FACILITY ENGINEER AT A MINIMUM ONE WEIX N ADVANCE OF PROPOSED CONSTRUCTION STMT DATE LXLOLSH (E) GENERATOR CONCRETE GAB. INSTALL (N) CONCRETE SLAB FOR GENERATOR WITH RISE TANK. 4. INSTALL (N) TANK TOP EWPMQ/T ON (N) DOUBLE WALL UL142 LISTED 2765 GALLON DIESEL RISE FUEL TANK FUEL TALK M BE PROVIDED AND INSTALLED WITH GENERATOR BY OHM S UPGUOE R%- ROOT TS -350 TALK MONITORING PANEL. INSTALL NEW SENSORS. LTV( DEIECIM PROBE TO MONITOR NEW FUEL TANK 0. INSTALL NEW CONDUIT AND CONDLUOR5 AS REQUIRED FOR FEW VFEDER -ROOT OVERFILL &ARK SENSORS, AND PROBES. 7. INSTALL NEW OVERFILL ANAL AND ACKNOWLEDGEMENT SWITCH WITHIN CLEAR LINE OF SITE FROM TANK FILL LOCATION. PERFORM PRESSURE TESTS ON NEW TANK AND PIPING IN ACCORDANCE WITH MANUFACTURERS timc110N5. 9. INSTALL NEW OVERFILL PREVENTION VALVE AND DROP TOE AT BASE TANK FILL PORT. 10. FILL MEN TANK WITH LOW SLOW DIESEL FUEL (BY AT&T). 11. INSTALL VEEDER ROOT SENSORS ON FLOOR OF GENERATOR ENCLOSURE AND N TAWS INTERSTICE 12. UPON COMPLETION OF WRSIRUCION CONTRCTOR SHALL ARRANGE A FINAL WALL( THNU SIZE INSPECTION WITH AT&T AND MbUW RFPR6F EARL It six Imagp €ia SHEET INDEX FI COVER SHEET AND NOTES F2 TAW INSTALLATION PLANS F3 MISCELLANEOUS DETAILS F4 TYPICAL TLS -350 INSTNIATKN EXILING INSTALLATIONS TO BE UPGRADED) F5 PROJECT CLOSE OUT CHECK SF S1 ENGINE MODULE FOUNDATION PLAN AND DETAILS pp 7 p ISHT# Al. MI, S Mk1LHJ V DR1L'19 ENGINEERS, INC. aas soave Me6 street sea m.e, G 9suz -zzte 4S8 14tG 34 t. Suit T - oeklmd, G 94812 -ZPLS 498 Poem Street YvabnT. G 9]940 -I4(0K9 (tae) zez -teo9 PAX (400) 29T -2995 maetervbriea.cem REVISIONS / AUTHORIZATIONS mom 7 - RECORD DRAWINGS PROPRIETARY AT &T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AMT THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OFTHELOCALGOVERNMENTAGENCYINCONNECTIONWITHAPPLICATIONFOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND / OR ZONING CHANCES. a t CORPORATE8clREALESTATEt; GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 SHEET AND NOTES PPn+eer NMHk ONO 12 -4-08 xue M NOTED 7440062 qNW 6: GM ama9eG DSB AYe1DIQ7ATpN sm: 00 sms sRm StanrW,,__ S1Bntec AYChiteGUre lnc. Td 707.765.1660 a 1137 N. M -I Ord. Fac 707.765.9908 Pet.l -. CA U.SA 94954 V++tantec.mm BKFD13 -01 -0609 I Ft III r n COSTING GENERATOR o / AND PAD 10 BE REMOVED. SCOPE OF WORK KEY NOTES D UPGRADE (Ej YEFDER -Roar TS -350 PLUS TAW WHI ORNG PANEL TO LATEST SOFTMARE AND TO AOCOMODATE NEWSENSORSMIOTAWPROBE. ]INSTALLATION OF VEEDER -ROOT EQUIPMENT MUST BE PEFFMED BY A STATE LICENSED ELECTRICIAN WITH LEVEL 4 VEEDER -ROOT CERTFIGTKN. Q CONSTRICT & WALL OYII6LL ALARM It ACKWKIDCEMENT sMTICH EQUIPMENT BOARD & FOUAMTKN. VENDER -HOOF O CO ED VEEDER -ROOT 1703 -01 OVERFILL ALARM ACKNOWLEDGMENT STICL EXACT LOCATION BE PLACED N VIEW OF FILL). WRY SHALL ACTIVATE AT 901 TANK CAPACITY. PANT POST, BOARD AND SUPPORTS TO MATCH GENSET ENCLOSURE SEE DETAIL 9 ON SHEET FJ. 915EALL NEW VEEDER -RODE CUSTOM LENGTH WRET06IPoCTIVE LIQUID LEVEL LEA( DEIECION PROBE IN GENERATOR BASE TANK RASE TAX MMUFACIUEER M PROVIDE BUNG FITTING. SEE SHEET F4. AND GENERATOR MANUFACTURER DRAWINGS. MAINTAIN PROPER CLEARANCE ABOVE RISER TO FACNTATE PROBE REMOVAL AS NECESSARY. mALL NEW V4FDER -ROOT NTERSTML SENSOR N EASE TANK. 815E TAX MNUFACTURER TO PROVIDE BUD FITTING. SEE SHEET F4 AND GENERATOR MANUFACTURER DRAWINGS. PSTILI. NEW W DER -ROOT LIQUID SENSOR ON GEN -SET CONTAINMENT FLOOR TO MONITOR CONTAINED FLOOR SPACE LOCATE SENSOR N CORER OF GEN -SET AS SUCH TO AVOID IMPACT WHILE MAINTAINING ACCESSIBILITY. SEE SHEET F4 BOTTOM OF SENSOR SCOWL NOT SR CORE DON I' ABOVE FLOOR. 0 ATTACH SENSOR TO GFN -SET WALL USING YIIDER -ROOT UNIVERSAL MANNING KR. SEA. ANY WALL PENEIRATDNS PERGEN -SET MANUFACTURER REQUIREMENTS. QT NEVI SENSOR CONGUT AND CONDUCTOR RUN. CONTRACTOR TO RUN ONLY ONE SEIDFN BEIOFDID 1001 SHIELDED CABLE 18 AWG MN) CABLE TO CONTAIN 2 CONDUCTORS FOR EACH SENSOR. ALL SENSORS ND PROBES TO BE INCLUDEDISINGLERUNFROMGEN -YT TO TO VEEDER -ROOT PANEL. CABLE ROOM WTIHN G%-SET AND TO TO IECONFIRMEDWINAT&T ENGINEER PF40R TO INSTALLATION. SEAL ALL GENL -SET AND BUILDING PO4MTM WATER TIGHT PER GEN -SET MANUFACTURER AND AT&T SPECIFICATIONS 0 AIDE AND PAIR ALL METAL RISERS FOR WEATHER MO CORROSION PROTECTION. 0 INSTAL. NEVI Y OVERKI. PREZIRLO VALVE w/ CAp ANO ADWHNE AT TAX TILL LOCATION: SET TO SMUT OFF FLOW OF FUEL AT 901 11WD LE 10 ROUTE PRIMARY AND SECONDARY TAM( VENT R5E4 OUTSIDE ENCLOSUURE. USING 2- WELDED SON. 40 ELACI( STEEL PIPING SLOPE PIPING BACK TO TAW 1/4' PER FOOT (1/V PER Fr. MR) VENT TO TERMINATE 12 FEET ABOVE GRADE (MN.) AND AT LEAST IVABOVE TOP OF ENCLOSURE AND 5 FT. AWAY FROM ANY BUILDNG OPENINGS (MN.), . VENT TO BE LOCATED MINIMUM Y FROM GENERATOR EXHAUST PPE 11 ROME V EMERGENCY TAN( PENT RISERS OUTSIDE OF BUILDING TROUGH SLEEVE N WONG WALL USING V WELDED SOLI 40 BACK STEEL PIPING. SLOPE PIPING BACK TO TAT( 1/4' PER FOOT (1/8' PER FT. MIN) VENT TO TERMINATE 12 FT. ABOVE GRADE (YIN.) ANO 5 FT. AWAY FR011 Arc BUILDING OPENINGS (MIN.), SEE DETAIL 3. THIS SHEET. VENT TO BE LOCATED YWNUI J' FROM GENENNTOR E)WFUST PIPE D NOT USED 1J PROVIDE ELECTRICAL FEED TO OVERFILL ALARM FROM 20 IMP BREWER IN ELECTRICAL. PANEL USING (2) #12 AND (1) '12 GND. ALSO RUN (2) 012 CDNOUCIORS FROM YEEMRR -ROOT OVERFILL AMPLY & MJODWIIDOMFNT SWITCH J-BOX TO THE VEEDFR -ROOT TS 350 TAN( MONITORING PANEL IN BULDOD. RUN ALL CONDUCTORS INSIDE OF 314' CONDUIT. 14 ROUTE TMISPUCEO' SHIELDED CABLE FROM TEE SENSOR /GAUGE PDBE J-BOX TO THE V ®ER -ROOT TLS 350 CONTROL. PANEL N BUILDING. CABLE MUST BE 16 AWO MINIMUM . IJSE j [y J BElDFTOL iWl SHIELDED CARE WITH (4) FOUR CONDUCTORS, ALL WITHIN 3/4' PVC COATED RIGID CODUIT. PROVIDE TWO (2) 3M 31 GALLON PETROLEUM SPILL KITS GItANGER STOCK 15FB34 (800- 994 -2449 EXT. 87377) ENLARGED SITE PLAN c: vrolea u— rv— o— vWw aawasswa owc5 5_cunst Paw.a Ora +nye aT_2wAnssosA rte +9 a /xs /20A- sass ud sm ur, pI all— M= NOfiTH GENERAL ELECTRICAL NOTES 1. NSUATED FITTINGS M BE USED ON ALL CONDUITS AFTER BUILDING PENETRATION. 2. ALL CONDUITS TO HAVE SEAL-OFFS PER LATEST EDITION OF THENATIONALELECTRICCODEALLJ -BOXES M BE EXPLOSION PROOF, KILLARK %GR55 -2 OR CRUSE - lNDS CIA SERIES 3. USE CABLE CONNECTOR FITTINGS (CROSS -HWOS COD OR EQUIVNEN1) AT MONITOR & LEVEL GAUGE CABLE CONNECTIONS TOJ -DOMES & PIPE FITTINGS 4. ALL UNDERGROUND O"JIFS TO BE PVO COATED R1GD. ALLABOVE GROUND CMUTT OUTDCORS SHALL BE GALYAN D RIO. ALL CONDUITS INSTALLED INSIDE BUILDING MAY BE ELT (COMPRESSION TYPE FITTINGS DAY} S CONTRACTOR TO PROVIDE &INSTAL PU . BOBS AS REQUIRED TO FACILITATE WIRE PULLING. B. ALL EQUIPMENT, NNDMME AND SYSTEM COMPONENTS MUSE BE INSTALLED N STRICT CONFORMANCE WIN MNUFACTUTER'S INSTRUCTIONS MO SPECIFICATIONS. 7. ALL CONDUCTORS TO BE THAN DU OR OEDFII SHIELDED CABLE 8, ALL CONDIATS TO BE MINIMUM 314' UNLESS NOTED OTHERWISE 9. LOCATION OF NEW CONDUIT RUNS SHALL BE RENEWED AND APPROVED BY AT&T ENGINEER PRIOR TO INSTALLATION. I TESTING NOTES I 1. TM ENV7RLYFIFMAL SEANCES (TES) WILL PERFORM AL COMPLIANCE TESTING FOR D&C PST SYSTEMS PROTECT WHICH INCLUDES ALL NDMF)CATION% IDCUYFNTATION. CERTIFICATIONS AND REPORTING AS REQUIRED BY THE LOCAL N$5i RE PAY S TO EXCLUDE ANY /AL COSTS FOR COMPLIANCE TESTING FROM THEIR BIDS. THE CO/PAM WILL CONFIRM WITH LOCH. AMICY WHAT TESTING IS REWIRED AND INFORM TES TES WILL PROVIDE THE CC A PROPOSAL FOR SITE SPECIFIC COMPLIANCE TFSINC, COKnm WAN THE CC AID BILL THE CC FOR SERVICES, THE CC AND PAM WILL COORDINATE WITH TES FOR SCHEDUUNG TESTS 2. GC/PAM S TO ASSESS WHAT TESTING 6Jl LY1_RE1 Ep_11 L4ftLMR6'L FITTINGS. A - 2' CUSTOMER 115E (MK FELL) B. - 2' CUSTOMER USE (ALARM FLDATS- PRIMARY) C - 2' CUSTOMER USE (WORK VB71) D. - TANK VENDOR DNECT READ GAUGE E - 4 CUSTOMER USE (YFIDER -ROOT) F. - V TANK VENDOR EMERGEMOY VENT (FRIAR') C. - 2' CUSTOMER USE ENC SIIPPI H. - 2' CUSTOMER LSE END REII.RN J. - Y CUSTOMER USE FLOAT- SEUONWB) K - V TAX VENDOR EMCROCY VENT (SECONDARY) IMPORTANT NOTICE Section 4216 / 4217 of the Gowmmant Code requires a Dig NatMerdficau. Number be issued before a PaYmil to Esmvate will be Vold For your Dig Nat D Number Call Underground Service Alert COL• TOLL FREE COL• TOLL FREE 1- 800 - 422 -4133 1-600 -642 -2444 N SOUTHERN CALIFORNIA IN NORTHERN CALIFORNIA Two WorMrg Days Before You DigEngineersNiletoContocta: TM ezistenn on' location of arO underyouM utiitiea, pipes, oho /oratrudaesshownoWeeplumseaon.1 by a search M available r—rds. To W best of our Knowledge. there are m existing0itieaexceptasshownontheseplans, The —Uactor shot aertain W true VerHrnl and horizontal Iocallon and size of those underground utilities to be used aid shall be responsible for aq damoga to anypublicorprivateutilities, shown or not shown hason. ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION! CONTRACTOR AGREES THAT IN ACCORDANCE MTN GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION! CONTRACTOR WILL BE REQUIRED TO ASSIR/ESINEANDCOMPLETERESPONSI0EI7YFORJOB511ECONDITIONSDURINGTIECOURSEOFCONSTRUCTIONOFTHEPROTECT. INCLUDING SAM OF ALLPERSONS AND PROPERTY. THAT THIS REOUREWENT SNAIL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ULRTED TO NORMAL WORKING HOURS. ANDCONSTRUCTIONCONTRACTORNRMBltAGREESMDEFEND. NOEYWFY AND HOD O O,q PROFE590NAL HARMLESS FROM ANY AND ALL UABIIJIY, REAL OR ALLEGED, IN CONNECTOn WM ME PERFORMANCES OF WQRK ON ISIS PROJECT. EXCEPTING LIABILITY RISING FROM THE SOE NEOIGENCE OFOV.M PROFESSIONAL UNAUTHORIZED CHANGES & USES: THE EWNEER PREPARING TENSE PLANS WILL NOT BE RESPONSIBLE FOR. OR LIABLEFOR. UNAUTNOFUMCHMWSTOOftUSESOFTHESEPLANS. ALL CHNROSTOTHEPLANSMUSTBENWIITNGADMUSTBEAPPROVED BY THE PREPAER O THESE PLANS 1jig 011 1ID 10 MORKINO PENT SHALL TERMINATE OIRSIOE EMXDSIAE 18' MN ABOVE ROOF BY TAW VENDOR) MADAL WAX (BY TAW VENDOR) 11 EMERGENCY VENTS (BY TANK VENDOR) VENTS SK41 TEMNATE OUTSIDE GENERATOR exuost E TV MEN F K ABOVE ROOF SEA-OFF AS REQUIREDfllA l FILL E X9 , IImrllFILLBOXOUTSIDE GII I O i o SUL. 1/4' . I'-,V 12 I BASE TANK LAYOUT DETAIL SEAL GEN -SET WALL PENETRATION PER MNLFALTURERS REQUIREMENTS V 1-0 GENERATOR MODULE WALL. NOTE THAT THE GENERATOR MODULE SKID SERVES AS SECONDARY CONTAINMENT TO ANY LEAKAGE FROM THE ENGINE AND ANY PLIAGIEC WITHIN THE MODULE NOTE TNT( EQUIPMENT STAGGERED IN EIEVA71(N NEW FOR CLARITY j,— StantecArchitecture Inc. IeL 707.765.1660 NO SCALE 119 `r' 1137 N. McDowell 9M. Fac707.765.99D8 U/W Petaluma, G LLSA 94954 — .'Wntec.can S" ORM ENGINEERS, INC. 005 3vvU IlW —t 5m I.th G 95112 - - 439 14tH 9frzxL Suite 200 OaUavd G Nell -ZRS HBB loam Strzet MavlerzT, CA 93940 -1110 40B) 282 -1500 TAX (40e) 29T -2995 Nmobm.- REVISIONS / AUTHORIZATIONS PBt5aP5 / AvrMIPoUMx6 wiE N RECORD INGDRAWS R /Z9 /II CSB PROPRIETARY AT &T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT &T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OFTHELOCALGOVERNMENTAGENCYINCONNECTIONWITHAPPLICATIONFOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR ZONING CHANGES. DRAWINGS PREPARED FOR lct CORPORATEaREALESTATE GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 BED mu: BASE TANK MONITORING PLAN & DETAU TWITPsoACr FxAHA: ouD 12-4-09 zcWl- AS NOTED 7440062 M a GAM amsn N GSB TWITlNIMPUAlION SENT- a: B4EIY SENT x,. BKFD13 -01 -0609 I F2 NOT USED UN -STRUT A1001 COMEN TION CHIN OF 2) (PAINT TO MOWING SURFAC 1fIDfA -ROOT OM 10 GAUGE STEEL PAINT TO MATCH SURFACE) VIDDEFL -ROOT ON ACKNOWLEDGMENT E%61NG BUILDING OR ENCLOSURE EQUIPMENT BOARD SIDE ELEVATION "A" NO SCALE mNz. NONE 1 5 1 NOT USED 1 -112 a 1i2 ' GRaC./TI 2 111 J -BOX O W—ATIACH W 2-412 a 1-112 CRD. N7JFRFl1 MAINACKNOWLEDGMENTSAIICN 10 GAUGE METAL BOARD TO PIPE n 13• SUPPORT USING III -STRUT SUPPORTS AND F/SR 0G PER EQUIPMENT BOND SIDE ELEVATION 'A• PERSON I 3/4• G./6N TO MAR;2-412J50LO. ItoARO a 2 -1112 a 1-412 GRID. TO E ECF. PANEL EQUIPMENT BOARD ELEVATION NO SCALE SONDE. NONE 1 2 1 NOT USED 1 6 1 NOT USED SCAM NONE 9 I OVERFILL ALARM AND ACKNOWLEDGMENT SWITCH BOARD AND FOUNDATION SGVE NONE 17 I NOT USED SCALE: NONE 1 1 1 NOT USED IX dog, D Ril a RMIR2 vi/wAA 5tanlec Architecture Inc. AL 707.765.1start1137N. i, CA ll BNd. -- * M765. 9 Petdurtw, CA U.SA 94934 +e'A.dmleC.mm SCNi` NONE 1DRWG# ""I'- rr ii ryp SHT{ Al. MI, S' L)H1.H1) V BRIEN ENGINEERS, INC. 505 South 11th Street Sere lov, G 95112 -2210 438 14th Street. Suite 200 - Ow J. CA 91612 -2'125 490 I— 5trtet X..t —T, CA 93940 -1410 40B) 282 -1500 PAX (40B) 29'1 -2995 mr.eeleaobrien.mm REVISIONS / A MRRATIONS xa mwsuxs / «>uraxs RECORD DRAWINGS PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF ATaTTHISINFORMATIONMAYONLYBEUSEDBYAUTHORIZEDPERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR ZONING CHANGES. DRAWINGS PREPARED FOR at &t CORPORATE REAL ESTATEE4., vROSCr nnc: GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 MISCELLANEOUS DETAILS rdT I—Cr -em nae 12 -4-09 AS NOTED 7440062 9ux is DAM csa rdrAuaux¢AnoR: set: v: stets sAn w. Aldi ORMXG 110.: EDGNL BKFD13 -01 -0609 F3 WEATHERPROOF JUNCTION BOX WITH 3/4 INCH NPT THDS 16 CUBIC INCH MINIMUM) SEE NOTE 11 (TYP. OF 3) CORD GRIP SEALS SUPPLIED WITH SENSORS 1 -FOR RISER CAP, 1 -FORJ-BOX — 2 -1/2' 2' DIAMETER RISER: LEADER CABLE — OF INTERSTITIAL SENSOR F---- - - - - -- INTERIOR BAFFLE —{ BASE TANKS ELEVATION SHOWN SCEMATICALLY REFER TO SHEET TM1.0 FOR PROPER LAYOUT. TI Q -zrn m I IQ DAKIMTYPICALTLS -350 PLUS INSTALLATION DESCRIPTION PART # NOTE: UMT 1 BEING RE -USED) NOTE: IF EXISIINO TLS -350 SEE SITE PLAN FOR LOCATION OF OVERFILL S aELHD RE -U6ED. ENBRE MIONTOPoNO SISTEM TOBEBROUGHTUPTOCURRENTSTANDARDS, THIS DRAWING IS ONLY TO BE USED AS A GUIDE. FOR JILL WARNING•. DE SURE AC POWER TO ALARM AND ACKNOWLEDGEMENT SWITCH OVOIFIL- ALARM SPECIFIC INSTALLATION INFORMATION YOU MUST USE THE rNr THE SYSTEIA AND ANY ASSORTEDALARMCIRCUITSISOFFBEFORE WIN H VEEDER -ROOT SITE PREPARATION AND INSTALLATION CVER THE FRONT -PANELCOVERANDCONNECTINGPROBE 329359 -001 TLS -350 TO 113-350 PLUS UPGRADE 10 MANUAL SITE FAX AND SENSOR WIRES E OH PRIM U DOOR GROUP PRIM k TAKE -UP OVERFILLALARM COMM)CATI N MODULE 329346 -001 CACROSSVOLTAGEISSHORTEDTERMINAL. ANY BARRIER TERMINAL, 329328-0(12 790091 -001 NO REFER TO THE N.E.C. HANDBOOK FOR EXPLOSION AND FIRE COULD OCS TO ENSURE PHONE LINE CAN DIAL LONG DISTANCE AND HAS FAX CAPABNES Z TANK ANNULUS MONITOR SENSOR TO BE WRED TO CHANNEL 1 AND LABELED AS SPEGFlC WRING AND GROUNDING RESULT. SENSOR TO BE WIRED TO OANNEL 3 AND LABELED AS SUCH ON TLS -350 PANEL PIPING VAULT SENSOR. IF REWIRED, TO BE CHARNEL. 4. INS: REQUIREMENTS OF ELECTRICAL PANEL 2 HIGH LEVEL 10 NARY O 95X, MAX VOLUME TO AI.VIN O 100X OVERFILL ALARM SHALL ACTIVATE AUDIBLE AND SIGNAL AT D LIGHT ELECTRICAL PANELVISUAL 90% TANK CAPACITY. 1 ALARM BUZZER CONNECTED TO) yg 2 STANDBY GENERATOR) AIh, WARNING: ALARM CANNOT BE USED FO PVC COATED 03 TLS INTERNAL MODEM (SITE FAX) INJ FLOW CONTROL. ALARM RELAYS RoND ONLY A MOMENTARY CLOSURE AND 1p YELLOW LICIT CANNOT ACTUATE FLOW CONTROL RIGID CONDUIT ACKNOWLEDGE) NOTES: DEVICES SUCH AS VALVES AND PUMPMOTORRELAYS. DO NOT CONNECT OUTPUT RELAYS TO A DEVICE THAT ACKNOWLEDGEMENT DRAWS MORE THAN 2 AMPSI SWITCH790095 -001 115 VAC 115 VAC Alh. WARNING: DISCONNECT ALL POWER L£J MAKING BELDFOIL CABLE #B37XX (16 ANC 5 F CIRCUIT CIRCUIT BEFORE ANY CONNECTIONS TO PREVENT DEATH, SERIOUS IN- OVERFILL BEAK \ JURY. EXPLOSION. OR ELECTRICAL 4 ALARM MONIRXC J SHOCK. MONITOR MUST NEVER BE 3T2 OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE 2 CONNECT WITH 112 AWG (OR LAR- BARRIER TERMINALS IN THE IN N TRINSICALLY-SAFE AREA G SHIELDED CABLE MUST BE USED WHEN BUTTON GROUND 70 THE EARTIi GROUND BUS UTILIZING THE EXTERNAL INPUT —" INTERIOR BAFFLE —{ BASE TANKS ELEVATION SHOWN SCEMATICALLY REFER TO SHEET TM1.0 FOR PROPER LAYOUT. TI Q -zrn m I IQ DAKIM VEEDER ROOT TLS -350 PLUS MONITORING SYSTEM EQUIPMENT minus DESCRIPTION PART # TLS -3SO SOFTWARE UPGRADE (REQUIRED IF EXISTING UMT 1 BEING RE -USED) NOTE: IF EXISIINO TLS -350 S aELHD RE -U6ED. ENBRE MIONTOPoNO SISTEM TOBEBROUGHTUPTOCURRENTSTANDARDS, WARNING: EXPLOSION AND /OR CONTINUOUS STATISTICAL LEN( DETECTOR SOFIIYAREEFBANCElB1D5 330160 -002 OVOIFIL- ALARM 790091 -001 OVUM ALARM IGINOMB)GOIEMT SWITCH WIN H 647490 -001 4 -RELAY OUTPUT INTERFACE MODULE 329359 -001 TLS -350 TO 113-350 PLUS UPGRADE 10 331500 -306 SITE FAX 330149 -002 PRIM U DOOR GROUP PRIM k TAKE -UP Bill COMM)CATI N MODULE 329346 -001 IF DUSTING KEYPAD IS E10HTBUB TYPE, REPLACE 329328-0(12WITHNEWLCDTYPEKEYPAD milillill PROVIDE CONDUIT RUN PER ATaJ NETWORK ENGINEER REDUREMENTS CONTACTOCSTOENSUREPHONELINECANDIALLONGDISTANCEANDHASFAX CAPABNES Z TANK ANNULUS MONITOR SENSOR TO BE WRED TO CHANNEL 1 AND LABELED ASSUCHONTLS -350 PANEL FILL RISEN SUMP SENSOR TO BE WIRED 70 CHANNEL 2 AND LABELED AS SUCH ON CONTROL BOX PRODUCT SUPPLY PIPING SOW SENSOR TO BE WIRED TO OANNEL 3 AND LABELED AS SUCH ON TLS -350 PANEL PIPING VAULT SENSOR. IF REWIRED, TO BE CHARNEL. 4. INS: PROGRAMMING PROTOCOL - 1) LEVEL PROBE TO NAM O 90x, 2 HIGH LEVEL 10 NARY O 95X, MAX VOLUME TO AI.VIN O 100X yg PVC COATED VEEDER ROOT TLS -350 PLUS MONITORING SYSTEM EQUIPMENT EXISTINGTLS-350 INSTALLATIONS (TO BE UPGRADED) DESCRIPTION PART # TLS -3SO SOFTWARE UPGRADE (REQUIRED IF EXISTING UMT 1 BEING RE -USED) NOTE: IF EXISIINO TLS -350 S aELHD RE -U6ED. ENBRE MIONTOPoNO SISTEM TOBEBROUGHTUPTOCURRENTSTANDARDS, WARNING: EXPLOSION AND /OR CONTINUOUS STATISTICAL LEN( DETECTOR SOFIIYAREEFBANCElB1D5 330160 -002 OVOIFIL- ALARM 790091 -001 OVUM ALARM IGINOMB)GOIEMT SWITCH 790095-Wt YOWLE EXPANSION BOARD 647490 -001 4 -RELAY OUTPUT INTERFACE MODULE 329359 -001 TLS -350 TO 113-350 PLUS UPGRADE 10 331500 -306 SITE FAX 330149 -002 PRIM U DOOR GROUP PRIM k TAKE -UP 329370 -00{ COMM)CATIN MODULE 329346 -001 IF DUSTING KEYPAD IS E10HTBUB TYPE, REPLACE 329328-0(12WITHNEWLCDTYPEKEYPAD I. PHONE JACK TO BE LOCATED WITHIN 3 FEET OF TLS PANEL USE Nil DUILET. PROVIDE CONDUIT RUN PER ATaJ NETWORK ENGINEER REDUREMENTS CONTACTOCSTOENSUREPHONELINECANDIALLONGDISTANCEANDHASFAX CAPABNES Z TANK ANNULUS MONITOR SENSOR TO BE WRED TO CHANNEL 1 AND LABELED ASSUCHONTLS -350 PANEL FILL RISEN SUMP SENSOR TO BE WIRED 70 CHANNEL 2 AND LABELED AS SUCH ON CONTROL BOX PRODUCT SUPPLY PIPING SOW SENSOR TO BE WIRED TO OANNEL 3 AND LABELED AS SUCH ON TLS -350 PANEL PIPING VAULT SENSOR. IFREWIRED, TO BE CHARNEL. 4. INS: PROGRAMMING PROTOCOL - 1) LEVEL PROBE TO NAM O 90x, 2 HIGH LEVEL 10 NARY O 95X, MAX VOLUME TO AI.VIN O 100X LOIE: PAV SHALL BE RESPONSIBLE FOR ASSURING THAT 'ENGINE RUN' OR 'PUMP RUN' STATUS IS PROVIDED FOR VEEDER ROOT CONSOLE. COORDINATE THE INSTALLATION OF DRY CONTACT RELAY WITH ENGINE VENDOR. PAY SHALL ASSURE A FAX MODEM IS PROVIDED WITH THE VEEDER CONSOLE' A POT. UNE SHALL BE INSTALLED WITHIN THREE FEET OF THE VEEDER ROOT AND BE ABLE TO DIAL LONG DISTANCE. aut CORPORATE REAL ESTATE GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 sm Ime TLS -350 TYPICAL INSTALLATION NOTES & DETAILS MY F90A.T MAMaG nae 12-4 -03 uxe FS HOLED 7440062 a » 6 GAM — 6r. SIB TeT unxamARpx: zm: m sH¢TS sm xx SlanteC ATChIteCture Inc. TeL 707.765.1660 Aru orAAtnc - 1137 N. *D9ee11 BVd. Fm.707.765.9908 Petaluma, CA U.SA 94954 -- t96Ma m Mua EDGAR BKFD13 —01 -0609 f4 WARNING: EXPLOSION AND /OR NFUTRAI AC LINE EQUIPMENT DAMAGE COULD OCCUR IF CONDUITS DO NO7 ENTER THE i5v TLS -350 MONITOR THROUGH THEIR DESIGNATED PREFORMED fix ei yg PVC COATED TLS INTERNAL MODEM (SITE FAX) 1pRIGIDCONDUITNOTES: I. WIRING TO ROBES AND SENSORS MUST BE BELDEN Z BELDFOIL CABLE #B37XX (16 ANC F MIN.). NO EXCEPTIONS OR EQUALS mf pl; 2 CONNECT WITH 112 AWG (OR LAR- GER) CONDUCTOR THE BARRIER GROUND 70 THE EARTIi GROUND BUS ANN AT THE POWER DISTRIBUTION PANEL. 3. 0 DENOTES FIELD HIRING CON- tea¢ CAUTION: IT IS CRITICAL THAT YOU IDENTIFY AND MAINTAIN THE NECTION USING WATERPROOF CON- J WW p H CAP & RING KIT 1312020 -878 RELATIONSHIP OF PROBE AND NECTORS SUPPLIED WITH THE Lv SEE NOTE 10 SENSOR LOCATIONS AND THEIR PROBE(S) AND SENSOR(S). SEALSIDEDWIITHPROBE 5'(2 WORE) CABLE SUPPUED RR OBE IXt SENSORO CONNECTORS, E 4. INTRINSICALLY SAFE PARING SHALL i RISER GAP WITH PROBE FAILURE TO DO SO COULD RESULT BE INSTALLED IN ACCORDANCE NTH ARTVCLE 504-20 OF THE NEC ANSI) i J-BOX IN THE IMPROPER IDENTIFICATION OF A LEAK( LOCATION OR LEAK NFPA 70. 1990. b TYPE APPENDIX A PROVIDES A S, TO MAINTAIN INTRINSIC SAFETY AND g,N FORM TO RECORD THE COLOR PROPER SYSTEM OPERATION, PROBE xCOOINGORLABEIJNGMETHOD USED TO IDENTIFY THE HIRING AND SENSOR PARING MUST BE WHITE + RIGID CONDUIT SCHEME INSTALLED WITHIN SEALED CONDUIT. ISSUE DATE% 00 -00 -00 DRWGJ CLLC$g- # # -YRMO BLACK - 1 6, ELECTRICAL RATING POWER INPUT 120 SHT# AI, MI, SlCVAC, 50/80 HZ, 600 WATTS MAXIMUM. . I _ I 7. INCREASE THIS MINIMUM DIMENSION IF p1MLAS 013ROTHETANKDIAMETERDOESNOTMATCHTHE ROBE 7EXTRAIPRGB ENGINEERS. I I WILL UUSEANB' PRROOBEE THE I 1. L I SEN HEIGHT WILL RESIDE IN THE RISER PIPE WHICH MUST BE e' LONGER THAN THE 20' senNe.e. CA nut -zz10 436 14tn —1. smte zoo r —PROBE a A. I I MIN IN ORDER TO PROVIDE ROOM. owmd, cA aselz -zres PIPE SCHEDULE 40 SEE NOTE 8 I 8. THE TOP OF THE RISER PIPE MUST BE 496 Poem skeet Meaterq, CA W940 -141G 1 SENSOR ( +) OX I I THREADED TO ACCEPT A e ADAPTER RING. INADDITION, MAKE 406) 26z -L5G0 PAX (400) 29R -29nSENSOR ( -) L — — — — — ENOUGH CLEARANCE BETWEEN THE TOP OF nwemlmobfi IN jI WARNING: EXPLOSION COULD OCCUR IF OTHER THE IN RISER CAP AND MANHOLE TO ALLOWLEAKSENSORGENERATORr' HIRES SHARE CONDUITS OR TROUGHS WITH PROBE CABLE O PROTTRUDE IROMme'CAP. REVISIONS / AUTHORIZATIONSCONTAINMENTPROBEORSENSORMIRING. CONDUITS AND INSTALL A STANDARD ADAPTER RING MOMIRINGTROUGHSFROMRS -350 PROBES AND SENSCRS MUST NOT CONTAIN ANY OTHER WIRES. RISER CM ON THE RISER PIPE. eo. r0+wns /u+mCmwwrs an: n 1 TO MAINTAIN INTRINSIC SAFETY, PROBE AND NOTE THE CAP SHOULD BE A LOCKING CAP, RECORD DRAWINGS 8/29/11 CS8 SENSOR WIRING MUST BE INSTALLED WITHIN SEALED EVERTITE' OR EQUIVALENT, WITH A STANDARD CONDUIT. PROBE AND SENSOR MIRING MUST NOT RING ADAPTER THE CAR MUST BE DRILLED1 — — — — _J I BE ROUTED IN THE SAME CONDUIT AS ANY OTHER AND TAPPED TO RECEIVE THE FURNISHED MIRING. IF A MIRING TROUGH IS USED FOR PROBE CABLE GRIP. KITS CONSISTING OF A 4 -INCH AND SENSOR MIRES NO OTHER WIRING CAN USE CAP, ADAPTER RING AND PLUG FOR THE CAP TANK LEVEL MONITOR PROBE THE SAME TROUGH. KEEP ROBE AND SENSOR N1RES SEPARATED FROM ALL OTHER MIRING. ARE AVAILABLE FROM VEEDER -ROOT. FOR EACH PROBE RISER, ORDER ONE KIT NUMBER: 312020 -952 (CAPACITANCE & MAGNETO - IMPROPER SYSTEM OPERATION WILLCAUTIESULT STRICTIVE PROBES 9. WEATHERPROOF JUTINCON BOX WITH 1/2 ION R: F PROBE WIRING ROMANDSENSOR SEPARATE TIS -350 MONITORS SHARE THE SAME INCH NPT THDS (16 CUBIC INCH MINIMUM) CONDUIT. DO NOT RUN PROBE AND SENSOR WRING SEALOFFS MUST BE INSTALLED PER NRA FROM SEPARATE TLS -350 SYSTEMS IN THE SAME SPEC. CONDUIT. HIRING ROM SEPARATE TLS PROBES AND PROPRIETARY AT &T INFORMATION6NOTETLSRUNINTHESAMENOTFORGENERALUSEORDISCLOSUREOUTSIDECONDUITSORTHEYARETMIBA8CFEMATICTHISINFORMATIONMAYONLYIZDUSEDBYAUTHORIZEDPERSONNEL OFPEPOWEREDBYTHESANEMONITOR. gyp® BY Ir THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH FORC THIS DRAWM IB NOTUM CONSTRUCTION, ANDZONINGNSANDAUTHORIZATIONSFORBUILDINGS, CONSTRUCTION, AND/ ORZONINGCHANGES. 8FECFIC DRAWINGS PREPARED FOR LOIE: PAV SHALL BE RESPONSIBLE FOR ASSURING THAT 'ENGINE RUN' OR 'PUMP RUN' STATUS IS PROVIDED FOR VEEDER ROOT CONSOLE. COORDINATE THE INSTALLATION OF DRY CONTACT RELAY WITH ENGINE VENDOR. PAY SHALL ASSURE A FAX MODEM IS PROVIDED WITH THE VEEDER CONSOLE' A POT. UNE SHALL BE INSTALLED WITHIN THREE FEET OF THE VEEDER ROOT AND BE ABLE TO DIAL LONG DISTANCE. aut CORPORATE REAL ESTATE GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 sm Ime TLS -350 TYPICAL INSTALLATION NOTES & DETAILS MY F90A.T MAMaG nae 12-4 -03 uxe FS HOLED 7440062 a » 6 GAM — 6r. SIB TeT unxamARpx: zm: m sH¢TS sm xx SlanteC ATChIteCture Inc. TeL 707.765.1660 Aru orAAtnc - 1137 N. *D9ee11 BVd. Fm.707.765.9908 Petaluma, CA U.SA 94954 -- t96Ma m Mua EDGAR BKFD13 —01 -0609 f4 SYSTEM INSTALLATION Agwc Corr- Randence DOCUMENTATION FOR ENVFK MENTAL 7. Copies of permits (County or C(ty Flre Departments ggsigneepd and BloldAT &T Eartmeents, etc. as applicable) given gins HEALTH AND SAFETY GROUP ES NO N/A 8. Fuel tests on fuel transferred from old underground storage lank. 9. Integrity Tank and Piping test results. 1. TLS -350 system installed and located per drawings, YES NO N/A Spill Prevention, Control, and Countermeasure Plans: operational and properly configured. 1. Contact dasiyynoted agent asstgnod by AT &T C] 2. TLS -350 alarms have been tested and configured at their EE(nvironmental Health and Safetyy to gqprepare SPCC plan If required. or USTsncapacityoverrpropersettings. wiith total aggregate 2.000 gallons. 3. Construction debris has been removed and the parking areacleanedandrepairedsatisfactorily. PST System Certlflrntion & Testing Results: 1. Provide Copies of Tank Integrity Test Results to CUPA (if required) & 4. Damaged landscaping elements have been replaced or AT &T Environmental Health and Safety. repaired. 2. Provide copies of completed Slate Secondary Containment5. Standby engine has been successfully tested after new Testing Report Form to Cupa (if required) & AT &T Environmentaltankcut -over. Health and Safety. 6. Commodity tags installed on fill risers. 3. Provide copies of completed State Monitoring System CertificationformstoCUPAandAT &T Environmental Health and Safely. 7. Field Inspection Flnol Acceptance Form signed by all parties. 4. Place a copy of all reports in HMPPP Binder on site. LITERATURE (To be placed In a ring binder by contractor, clearly identifying each Item. Outside cover to show job location and date as per sheet FI of drawing set.) One binder to be stored on site and one sent to AT &Y Environmental Health and Safety. A. Manufactur s Wamanty, Operatlon Manual/Mainten a Datn YES No N/A (list materials received) anc E] 1. Tanks (Tank chart & drawing by Mfr.) 2. Sensors 3. Piping 4. Double containment piping system (if applicable) 5. Leak Detection Systems 6. Other. B. Permits and YES NO N/A Agwc Corr- Randence 7. Copies of permits (County or C(ty Flre Departments ggsigneepd and BloldAT &T Eartmeents, etc. as applicable) given gins C. Test Results YES NO N/A 8. Fuel tests on fuel transferred from old underground storage lank. 9. Integrity Tank and Piping test results. 10. Test results sent to Environmental Health and Safety. 11. All test results given to AT &T Environmental Health and Safety. YES NO N/A 12. Contractor has submitted accurately marked set of as -built drawingstoAT &T Engineer. Tank Chart (from Tank mfr.) Send one copy of oil documentation to: AT &T EH &S ATT., JOHNNY SAINE 308 SOUTH AKARD STREET, ROOM 1700 DALLAS, TX 75202 Syntt ., 0. h6Ewt— Liss b— a yee StnR 11 ieard i, emwd of .wk okx Fhd 11 mix 2 :Wgh pill O StanfeC Architecture In'. Td. 707.765.1660 1137 Petaluma, N. 9064c CA U & td Fm. 707.765.9 PetaVW luma, G .SA 94954 —tantaecos ENGINEERS, INC. 305 Sn 11th Street inn foe., CA 95112 -2210 436 WIN 31reel, 3wte 200 a.klmd, CA 94512-2 4Is F.— Sired Yanterey, CA 93940 -1410 PA%:I(4W) 2irr 2995 m..de..brie REVISIONS / AUTHORIZATIONS Ie. 3n15aN5 / AVaalAZalONS PINE B< RECORD DRAWINGS 8/29111 C68 PROPRIETARY AT &T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT &T THIS INFORMATION MAY ONLY BE USED BY AUTWRZED PERSONNEL OFTHELOCAL. GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR ZONING CHANGES. aW CORPORATE REAL ESTATE4[ e GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 9EF1 101F. PROJECT CLOSE -OUT CHECK SHEET fdi rFO'ar wA Sac 12-1-09 scNF AS NOTED 7440062 NOUN a „ uc*W 9W M IeT Nm1oazATroN I sEET: oe scETS Is Na BKFD13 -01 -0609 I F5 ATTENDANCE FINAL ACCEPTANCE Faclity D,ghwr Faclity M..W mt. M.N. Pr.*t Ma ,o oanund. caae,umt DiMronm.ntal H.dtJi and Safely 11 mix 2 :Wgh pill O StanfeC Architecture In'. Td. 707.765.1660 1137 Petaluma, N. 9064c CA U & td Fm. 707.765.9 PetaVW luma, G .SA 94954 —tantaecos ENGINEERS, INC. 305 Sn 11th Street inn foe., CA 95112 -2210 436 WIN 31reel, 3wte 200 a.klmd, CA 94512-2 4Is F.— Sired Yanterey, CA 93940 -1410 PA%:I(4W) 2irr 2995 m..de..brie REVISIONS / AUTHORIZATIONS Ie. 3n15aN5 / AVaalAZalONS PINE B< RECORD DRAWINGS 8/29111 C68 PROPRIETARY AT &T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT &T THIS INFORMATION MAY ONLY BE USED BY AUTWRZED PERSONNEL OFTHELOCAL. GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR ZONING CHANGES. aW CORPORATE REAL ESTATE4[ e GENSET REMOVAL /REPLACEMENT 3501 COLUMBUS STREET BKFDCA13 BAKERSFIELD, CA SA114 9EF1 101F. PROJECT CLOSE -OUT CHECK SHEET fdi rFO'ar wA Sac 12-1-09 scNF AS NOTED 7440062 NOUN a „ uc*W 9W M IeT Nm1oazATroN I sEET: oe scETS Is Na BKFD13 -01 -0609 I F5 oF_ o 0 0 0 0 0 t o r, I LINE OF GENERATOH ENCLOSURE O I SKID OUTLINE FASTEN GENERATOR ENCLOSURE SKID TO- CONCRETE SLAB W/ (12) Y.'a x8' SS AIRIEPDXY6' MIN TO CONCRETE SLAB W/ J x .. -v B' CONCRETE SLAB W/ Y4 O 12'cc EACH WAY AT 3' BELOW TOP OF CONCRETE OVER 12' CLASS IT a 929. RELATIVE COMPACTION OVER (E) UNOISFURRED NATIVE SOILS I c1 II I Ij K1I FOUNDATION PLAN REFER TO Al A4 AID A! AI6 D4 D10 013 G1 G7 G13 I K13 I KEY PLAN FSTA90AR0 HOOK FW LAP TYP WALL OR FTG RSNFv I PROVIDE SPACERS iG AS REWIRED NOTE: CONTINUOUS BARS MAY BE BENT TO REPLACE BARS W/ SID HOCK OR LAPPED BARS R =35' 12' OF CLASS II BA51 0 92% RELATIVE COMPACTION UNDISTURBED NATIVE T- CONIC SLAB P\E PLAN A i 44 SORT AT PERIMETER CONDUIT OR PIPEPIPEINCONCCONDUITINCOMOBELOWCONCRETE I G1 I CONCRETE REINFORCING - PLAN VIEW I G4 I DETAIL 1 07 I CONDUIT AND PIPE AT SLAB 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE MO MY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORN ON OF PIE WORK. 2 CONFORMS TO 2007 CDC. LOCAL & OTHER APPLICABLE CODES. 3. SITE WORK BY OTHERS. 4. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSGNS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING dQRK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETALS AND GENERAL NOTES PRE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAIL S WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHA1 BE OF SAME NATURE AS SMILAR CIX DITIONS ON THE PROJECT. 6, SUE ATIOYS SHOWN ON PLANS AND DETAILS ARE TO HEIGHTS ABOVE FINISHED GROUND FLOOR ELEVATION REFERENCE O -0'. 7. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STE CONDITIONS BEFORE STARTING WORK. THE OWNER/ ENGINEER TO BE NOTIFlED OF PNY DISCREPANCY BEFORE PROCEEDING WITH THE 'WORK. 6. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF5. LOAD SHALL NOT EXCEED THE UE51GN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING FOR TEMPORARY LOADS. 9. THE CONTRACTOR IS TO INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR H EXCAVATIONS OR BURIEDSTRUCTURESSUCHASCESSPOOLSCISTERNSFOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND ARGTHEOWNERANDENGINEER E TO BE NOTIFIED IMMEDIATELY. 10. ALL SHORING MID BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. SHORING AND BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL STRUCTURAL CONSTRUCTION IS COMPLETE 11. LOCATIONS OF DRAINS, PIPES, CONDUIT, EQUIPMENT, DUCTS, ETC. SHOWN ON ORA'ANGS ARE DIAGRAMMATIC. CONTRACTOR TO ADJUST POLING AND LAYOUT TO CONFORM TO REQUIREMENTS HS OWN ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. 12. THE ENGINEER IS NOT IN RESPONSIBLE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN ASSOCIATION WITH THE WORK, FOR THE ACTS OF OROMISSIONSBYTHECONTRACTOR, SUBCONTRACTOR OR ANY PERSONSPERFORMINGANYOFTHEWORK. OR FOR THE FAILURE OF ANY OFTHEMTOCARRYOUTME 'WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1. ALL CONCRETE SHALL CONFORM TO 1HE 2007 CALIFORNIA BUILDING CODE 2. ALL CONCRETE SHALL ATTAIN A STRENGTH OF 3,000 psiWITHIN28DAYS, UNO. NOTE: NOT STRUCTURAL CRITERIA-FHIS IS REQUIRED PER 2007 CBC SECTION 1005.9 FOR SEISMIC DESIGN CATEGORY D. STRUCTURAL DESIGN BASED ON 2,500 psI, NO SPECIAL ALL CEMENT USED TO BE TYPE I OR TYPE II OF ASTM -C -150, 4. 0 YPACK TO BE COMPOSED OF 1 PART PORTLAND CEMENT TONOTMORETHANTHREEPARTSS.D. 5. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND (UND). 6. ALL REINFORCING STEEL. ANCHOR BOLTS AND OTHER INSETS TO BE ACCURATELY PLACED AND SECURED 50 THAT THEY WILL NOT BE DISPLACED. 7. ALL CONSTRUCTION JOINT LOCATIONS TO BE APPROVED BY THEENGINEER, IF NOT NOTED ON DRAWINGS. BASIC WIND SPEED (3- SECOND GUST) PIPE I* BEL UM PSR I- I =%U E C INTERNAL PRESSURE COEFF (ENCLOSED) GCpi = tO.1a COMPONENTS AND CLADDING PRESSURE I=! ]IE1fF 1 111= 7I`rtl 7 71k7fFL17101 SEISMIC DESIGN PARAMETERS - EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM REFER TO CHAP 13/15SITECLASS =D CONDUIT OR PIPEPIPEINCONCCONDUITINCOMOBELOWCONCRETE I G1 I CONCRETE REINFORCING - PLAN VIEW I G4 I DETAIL 1 07 I CONDUIT AND PIPE AT SLAB 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE MO MY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORN ON OF PIE WORK. 2 CONFORMS TO 2007 CDC. LOCAL & OTHER APPLICABLE CODES. 3. SITE WORK BY OTHERS. 4. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSGNS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING dQRK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETALS AND GENERAL NOTES PRE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAIL S WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHA1 BE OF SAME NATURE AS SMILAR CIX DITIONS ON THE PROJECT. 6, SUE ATIOYS SHOWN ON PLANS AND DETAILS ARE TO HEIGHTS ABOVE FINISHED GROUND FLOOR ELEVATION REFERENCE O -0'. 7. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STE CONDITIONS BEFORE STARTING WORK. THE OWNER/ ENGINEER TO BE NOTIFlED OF PNY DISCREPANCY BEFORE PROCEEDING WITH THE 'WORK. 6. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF5. LOAD SHALL NOT EXCEED THE UE51GN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING FOR TEMPORARY LOADS. 9. THE CONTRACTOR IS TO INVESTIGATE THE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR H EXCAVATIONS OR BURIEDSTRUCTURESSUCHASCESSPOOLSCISTERNSFOUNDATIONSETC. IF ANY SUCH STRUCTURES ARE FOUND ARGTHEOWNERANDENGINEER E TO BE NOTIFIED IMMEDIATELY. 10. ALL SHORING MID BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. SHORING AND BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL STRUCTURAL CONSTRUCTION IS COMPLETE 11. LOCATIONS OF DRAINS, PIPES, CONDUIT, EQUIPMENT, DUCTS, ETC. SHOWN ON ORA'ANGS ARE DIAGRAMMATIC. CONTRACTOR TO ADJUST POLING AND LAYOUT TO CONFORM TO REQUIREMENTS HS OWN ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. 12. THE ENGINEER IS NOT IN RESPONSIBLE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN ASSOCIATION WITH THE WORK, FOR THE ACTS OF OROMISSIONSBYTHECONTRACTOR, SUBCONTRACTOR OR ANY PERSONSPERFORMINGANYOFTHEWORK. OR FOR THE FAILURE OF ANY OFTHEMTOCARRYOUTME 'WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1. ALL CONCRETE SHALL CONFORM TO 1HE 2007 CALIFORNIA BUILDING CODE 2. ALL CONCRETE SHALL ATTAIN A STRENGTH OF 3,000 psiWITHIN28DAYS, UNO. NOTE: NOT STRUCTURAL CRITERIA-FHIS IS REQUIRED PER 2007 CBC SECTION 1005.9 FOR SEISMIC DESIGN CATEGORY D. STRUCTURAL DESIGN BASED ON 2,500 psI, NO SPECIAL ALL CEMENT USED TO BE TYPE I OR TYPE II OF ASTM -C -150, 4. 0 YPACK TO BE COMPOSED OF 1 PART PORTLAND CEMENT TONOTMORETHANTHREEPARTSS.D. 5. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND (UND). 6. ALL REINFORCING STEEL. ANCHOR BOLTS AND OTHER INSETS TO BE ACCURATELY PLACED AND SECURED 50 THAT THEY WILL NOT BE DISPLACED. 7. ALL CONSTRUCTION JOINT LOCATIONS TO BE APPROVED BY THEENGINEER, IF NOT NOTED ON DRAWINGS. BASIC WIND SPEED (3- SECOND GUST) 85 mph WINO IMPORTANCE FACTOR YANG EXPOSURE FACTOR I =%U E C INTERNAL PRESSURE COEFF (ENCLOSED) GCpi = tO.1a COMPONENTS AND CLADDING PRESSURE SEE CALCS FOR ZONE SEISMIC DESIGN PARAMETERS - EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM REFER TO CHAP 13/15SITECLASS =D TIn SEISMIC DESIGN CAT =D BLDG OCC CAT -III Ss - 116.29, BB =N /A 5, =4R1:2137. s 0 R =N /A Cs =N /A Ed, - 43.3 h N /A W Fv 0.413Wp I. ALL SOILS WORK SHALL BE PERFORMED IN ACCORDANCE PATH THEREQUIREMENTSOFCHAPTER18OFTHE2007CBC. FOUNDATION DESIGN PRESSURES ARE 1,500 psf D4L, 2,000 psT DtL4EQ /W. ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED OR REWORKED NATIVE SOILS AT OREXCEEOINGDEPTHSSHOWNONTHEDRAWINGS. ALL FOOTING EXCAVATIONSSHALLBEASNEATASPRACTICABLEOVER- EXCAVATIONS W DEPTH HA B FILLED WITH CONCRETE. ALL L005E SOILS SHALL BE REMOVED5LLEFROMEXCAVATIONSPRIORTOPLACEMENTOFREINFORCINGORCONCRETE 2. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE. LEVEL ANDSMOOTH. ANCHOR BOLTS IF USED, SHALL BE ACCURATELY SET TO ATOLERANCEOFS){e ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 4Y TOLERANCE. J. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF ANCHOR BOLTS. 4. PRIOR TO PLACEMENT OF CONCRETE, FOUNDATION EXCAVATIONS AND PONT HONG STEEL SHALL BE INSPECTED BY THE BUILDING INSPECTOR, ONO. 5. CONCRETE SLABS SHALL BE KEPT CONTINUOUSLY MET FOR 48 HOURS AFTER PLACEMENT AND SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT OR SLAB SHALLHAVE CURER /SEALER APPLIED IMMEDIATELY AFTER FINISHING IF OTHER FINISHES ARE NOT AFFECTED. CURER SHALL BE OF A TYPE THAT WILL NOT BE DETRIMENTAL TO SEALER WHICH MAY BE APPLIED LATER. 5. 00 NOT UNDERMINE EXISTING FOUNDATION CONSTRUCTION. NOTIFY ENGINEER FOR REVIEW AND REVISION IF EXISTING FOUNDATION CONDITIONS ARE NOT AS SHOWN. 7. PLUMBING, UTILITY PIPES AND ELECTRICAL CONDUIT SHALL NOT BE LAID WITHIN FOUNDATIONS. NO PIPES OR CONDUITS PERMITTED THROUGH SILL PLATES WITHIN 12' OF HOLUOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS LARGER THAN 24' SQUARE SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS PERMITTED TO PENETRATE STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVDE FURRING AND /OR THICKENED CONCRETE WHERE REWIRED TO CONCEAL OR CLEAR UTILITY SYSTEC/5. ALL PLUMBING .0 CONDUIT THROUGH FOUNDATIONS SHALL BE PER C7 0 0 O 0 O 0 0 0 Q Q LOCATION OF NEW GENERATOR /FUEL TANK SLAB SEE K1 O O W ADDITION TO THE REGULAR INSPECTIONS. THE FOLLOWING ITEMS WILL REWIRE SPECIAL INSPECTION IN ACCORDANCE PATH SECTION 1704 OF THE 2007 CALIFORNIA BUILDING CODE: 1. CONCRETE CONSTRUCTION A. PLACEMENT OF REINFORCING AND CONCRETE COMPRESSIVE STRENGTH. 2. EPDXIED DOWELS OR THREADED ROD A. DURING INSTALLATION OF THREADED ROD. 9iW x2Y' DEEP CONTROLJOINT. SAW CUT WITHIN 5 HOURS OF POUR. SEAL W1H SIKAFLE % -1c OR E UAL0 CONCRETE SLAB PER PLAN 713 I SPECIAL INSPECTION AND SPECIAL SUBMffTAL NOTES I 016 I CONTROL .JOINT 18L-"" 90' HOOKDIA 12 CIA T we OR6' MIN R CIA " TO YB I LAP LENGTH Y3 O t0 YH R =! DIA FOR Y! 10 Y7 L R -4 DIA FOR YB TO YIt STANDARD HOOKS & BENDS TIn 6 1 MA% 2 MIN TFOR STEP FIGS 45' It MA% COLUMN BAR OFFSET BENT BARS 8 DIA OR 45' 0 0 FOR IRS & SLABS URIC TAP PER A13 BEND AROUND PIN 20 MIN) UP TO Y4 BARS T/ 16 GA ARE EACH ENO STIRRUPS & TES SPLICE D4 I CONCRETE NOTES I D7 1 2007 CBC DESIGN CRITERIA D10 I FOUNDATION NOTES D13 I REINFORCING STEEL DATA NITS Al I GENERAL NOTES I A4 I ABBREVIATIONS STRUC RAL PLANSPECIFICATIONS TAKE PRECEDENCE OVER THESE SHOWN HEREORONANTSTANDARDSCHEDULE 1. A REINFORCING TEE A CONFORM TO ASTM A515M -40 FORALL0G5STEELLLO ) 4 Aft AN N AN TM A706M -60 FOR BARS AND8B5D5ALLER0AS ( ) d5LARGER, UNLESS NOTED OIHERYASE. 2 REIN OW HYDROGEN ELECTRODES, P GRADE (E -70) FOR WELDING OF 3. REINFORCING BARS MARKED CONTINUOUS TO BE SPUCED PER At] UNLESS NOTED OTHERWISE. LAPS IN ALL GRADE BEAMS ORCONCRETEPOUREDABOVEGRADETOBEVERIFIEDWITHENGINEER, PRIOR TO POURING. 4. ALL REINFORCING SHALL BE SECURELY TED AND BRACED IN PLACE PRIOR TO PLACEMENT OF CONCRENE 5. ALL REINFORCING SHALL BE SHALL. BE KEPT CLEAN AND FREE OF RUST. A10 I REINFORCING STEEL NOTES MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 3,000 psi OR LESS (STAGGER SPUCES) REVISED 09 -08 -08 SIZE T we LAP LENGTH SIZE I LAP LENGTH Y3 vT Y6sww., /axe .1 Us vE° sx[tsvxnpx nxu TIn 24' Y7 vtA[MVrsw ww uI =(l- w 21 %ths 11= 1 IT rtn w 54' Y11 w/ s 1 Up pxr.xwc voxrMx,psxcsrvAVlunwaxvs,un Al I GENERAL NOTES I A4 I ABBREVIATIONS STRUC RAL PLANSPECIFICATIONSTAKE PRECEDENCE OVER THESE SHOWN HEREORONANTSTANDARDSCHEDULE 1. A REINFORCING TEE A CONFORM TO ASTM A515M -40 FORALL0G5STEELLLO ) 4 Aft AN N AN TM A706M -60 FOR BARS AND8B5D5ALLER0AS ( ) d5LARGER, UNLESS NOTED OIHERYASE. 2 REIN OW HYDROGEN ELECTRODES, P GRADE (E -70) FOR WELDING OF 3. REINFORCING BARS MARKED CONTINUOUS TO BE SPUCED PER At] UNLESS NOTED OTHERWISE. LAPS IN ALL GRADE BEAMS ORCONCRETEPOUREDABOVEGRADETOBEVERIFIEDWITH ENGINEER, PRIOR TO POURING. 4. ALL REINFORCING SHALL BE SECURELY TED AND BRACED IN PLACE PRIOR TO PLACEMENT OF CONCRENE 5. ALL REINFORCING SHALL BE SHALL. BE KEPT CLEAN AND FREE OF RUST. A10 I REINFORCING STEEL NOTES MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 3,000 psi OR LESS (STAGGER SPUCES) REVISED 09 -08 -08 SIZE LAP LENGTH SIZE LAP LENGTH SIZE I LAP LENGTH Y3 15, Y6 36' 619 62' 94 24' Y7 48' d10 66' Y5 28' YB 54' Y11 76' MINIMUM BAR SPACING INCLUDING LAPS): 2' CA OR to x EAST DIAMETER. 1.5 x LAP EQUALS 1509. LAP LENGTH REQUIRED CONCRETE COVER FOR REINFORCING STEEL 'CUR' CAST AGAINST EARTH OR GRADE..- ... ...... ... .... - ... ....__....._._._._...._. 3' EXPOSED TO EARTH OR WEATHER (FORMED) 15 & SMALLER, ....... _.........._._ .................... ... _......__,.........._.......... 1N' Y6& LARGER . ........... ........_......_........ .... _...._.... .._._.....__......_..........2' NOT EXPOSED TO EARTH OR WEATHER .........__...........I- SLABS - FROM TOP OF CONIC ONO ..._._._ .. ... . ......._..... ___ _ ...... ... _... 2' ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN A STANDARD 90' or 180' HOOK UNLESS DETAILED OTHERWISE A13 I REINFORCING STEEL DATA EPO %V HOLE PREPARATION: 1. EPDXY SHALL BE ONE OF THE FOLOINNG: HILL HIT RE 500 -SO ICC ESR -2522 EP ON A7 ICC ESR -1617 CHEM STUD ICC ESR -15]1 SIMPSON SET ICC E5R -1772 SIMPSON SET -XP ICC ESR -2508 2. HOLES FOR ADHESIVE ANCHOR SHALL BE DRILLED WITH A ROTARY DRILL, 3. HOLES FOR ADHESIVE ANCHOR SHALL BE THOROUGHLY CLEANED WITH THE FOLLOWING PROCEDURE: A. BLOW OUT ALL DUST AND L005E MATERIAL MM CQMPRE55ED AR EXTENSION NOZZLE PLACED AT BOTTOM OF HOLE B. CLEAN HOLE SURFACE WITH A NYLON BRUSH WHICH IS SLIGHTLY LARGER IRAN THE HOLE DIAMETER C. BLOW WT HOLE PATH COMPRESSED Aft PER A. U. REPEAT A -C AS REQUIRED. UNTIL ALL SURFACES ARE CLEAN, DRY AND DUST FREE. 4. EPDXY SHALL BE INSTALLED WHILE IN LIQUID FORM BY POURING OR INJECTING INTO GLEANED HOLE. 1, DRILL PROPER HOLE. CLEAN OUT HOLE, 0 COMPLETE HOLE PREPARATION WITH USE OF NYLON BRUSH (DO NOT USE ARE BRUSH) 4 2. PRIOR TO PLACEMENT, DISCHARGEQAPPROXIMATELYONEFLUIDOUNCE OF EPDXY. EPO %Y MUST BE UNIFORM IN COLOR INSERT ME NOZZLE INTO THE BOTTOM OF THE HOLE AND FILL THE HOLE TO Y THE HOLE DEPTH 1INSERT THE SELECTED ROD SLOWLY BYQHANGINTOTHEBOTTOMOFTHEHOLE USING A SLOW TWISTING MOTION e •1 4. AFTER RECOMMENDED CURE TIME IN5TALI. AND TIGHTEN FIXTURE NOTE, SPECIAL INSPECTION REWIRED A16 EPDXY ANCHOR DETAIL NIS fi sib V Oa'YON oay o I -Am -8 1YgU <o 2pOFE55 /p C IV\ S s c u craws IN OA OF (AL11 o w EW. 12 -31 -10 (,o. \rre.,re. .wx •t.c.. ,r..,r+e OAIE SIGNED: 10 -31 -D9 S" GBxmv ENGINEERS, INC. 305 9PUlh lllh Street See lose, CA MUE -22IB 430 1400 Str IA. Suite 200Oaktevd, CA 94612 -2725 996 Faem Street Mevlerey, CA 93990 -1410 908) 282 -1500 PAX: (408) 297-2995 r.w..dnavbriev.cem REVISIONS / AUTHORIZATIONS RA Icll_ / ---T- I 611E eY RECORD DRAWINGS 1,81all, K PROPRIETARY AT &T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE DOT9DE OF AT &T THIS INFORMATON MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION 'MIN APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR ZONING CHANGES. CORPORATEat &t REAL ESTATE REMOVAL & REPLACEMENT 3501 COLUMBUS STREET BAKERSFIELD, CA 1141 ENGINE MODULE I-IN(J." DAZE: 02/18/10 sAIF: AS NOTED 7440062 9y. JFF Sr. CUP JIXCWZA1Kl6 O I V. 1 41EER JIFKN0. AT &TORATING Nm DKFD13 -01 -0609 S1 EDGAR