S-1 STRUCTURAL ABBREVIATIONS GENERAL NOTES, SPECIAL INSPECTION AND TESTING SCHEDULE, AND ABBREVIATIONS

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1 \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // :9 PM GENERL STRUTURL NOTES GENERL. ESIGN N ONSTRUTION SHLL ONFORM TO THE THE LIFORNI UILING OE N THE REFERENE UILING OE STNRS.. THESE NOTES S WELL S THE IL ETILS PPLY TO LL PRTS THE PROJET, UNLESS NOTE OTHERWISE.. SHOP RWINGS FOR THIS ONTRT SHLL E OORINTE WITH FVORLY REVIEWE EQUIPMENT MNUFTURER'S RWINGS.. IMENSIONS NOTE WITH N STERISK, " * ", RE TO E OORINTE WITH FVORLY REVIEWE EQUIPMENT MNUFTURER. PERMITS N INSPETIONS. OLS WILL ISSUE THE UILING PERMIT TO THE ONTRTOR. THE ONTRTOR IS RESPONSILE FOR OTINING LL PERMITS N INSPETIONS S ESRIE IN THE SPEIFITIONS, N S REQUIRE NY OTHER GENY ESIES OLS.. THE ONTRTOR SHLL SELET, INSTLL N MINTIN SHORING, ING, RING N SLOPING S NEESSRY TO MINTIN SFE EXVTIONS. THE ONTRTOR SHLL E RESPONSILE FOR ENSURING FULL OMPLINE WITH 9 FR PRT 96 OSH SUPRT P EXVTIONS N TRENHES REQUIREMENTS. LL ERTHWORK SHLL E PERFORME IN STRIT ORNE WITH PPLILE LW, INLUING LOL ORINNES, LOSH, LIFORNI IVIL OE N LIFORNI EPRTMENT INUSTRIL SFETY REQUIREMENTS, N PPLILE OSH REQUIREMENTS. SPEIL INSPETIONS N STRUTURL OSERVTIONS. THE ONTRTOR SHLL NOTIFY THE ENGINEER 8-HOURS EFORE PLEMENT REINFORING STEEL N ONRETE SO THT THE SUGRE EXVTIONS MY E INSPETE THE GEOTEHNIL ENGINEER.. THE GEOTEHNIL ENGINEER SHLL VERIFY KFILL MTERIL N KFILLING PROEURES N PROVIE SOIL OMPTION TESTS.. STRUTURL OSERVTION SHLL E PROVIE REGISTERE ESIGN PRESSIONL OMPETENT TO OSERVE STRUTURL WORK, IN ORNE WITH, 79. STRUTURL OSERVTION SHLL ONSIST SITE VISITS T INTERVLS PPROPRITE TO THE STGE ONSTRUTION TO OSERVE ONSTRUTION IN PROGRESS N REVIEW TESTING N INSPETION REPORTS FOR GENERL OMPLINE WITH THE ONSTRUTION OUMENTS RELTING TO THE STRUTURL WORK N THE NONSTRUTURL OMPONENTS N EQUIPMENT NHORGE.. SPEIL INSPETION IN ORNE WITH, 7, SHLL E REQUIRE S INITE IN THE SPEIL INSPETION N TESTING SHEULE ON THIS. SOIL N FOUNTIONS. GEOTEHNIL INVESTIGTIONS FOR ESIGN PURPOSES FOR THIS PROJET WERE ME FOR ORO LOM SNITRY ISTRIT JOS SSOITES IN REPORT TE JULY 8,.. IN ORNE WITH THE I HPTER 8 THE SOILS RE GENERLLY LSSIFIE S FILL N MU OVER SILTY N SNY LY.. SOILS SHLL E EXVTE TO THE ELEVTIONS INITE ON THE RWINGS FOR FOUNTIONS. THE SUGRE SHLL E PREPRE S INITE ON THE RWINGS N SPEIFITIONS N PPROVE THE GEOTEHNIL ENGINEER. EXVTE MTERIL SHLL E REPLE WITH STRUTURL FILL S SHOWN ON THE RWINGS. FOUNTIONS SHLL E ONSTRUTE GINST UNISTURE NTIVE OMPETENT MTERIL OR OMPTE STRUTURL FILL. LOING RITERI. MINIMUM LOING REQUIREMENTS PER HPTER 6 THE LIFORNI UILING OE INLUING LTEST REVISION.. E LO: S LULTE. LIVE LOS: ELEVTE SLS & WLKWYS PSF UNIFORM FIXE LERS LS POINT FIXE STIRWYS & EXIT-WYS PSF UNIFORM, LS POINT PER TRE HNRILS, GURRILS N GR RS 5 PLF T TOP RIL, LS POINT RO (REUTION FOR UNIFORM LO) PSF UNIFORM,, LS POINT GRTING, HEKERE PLTE, ESS HTHES EQUL TO FLOOR LIVE LO SIEWLKS & VEHIULR RIVEWYS 5 PSF UNIFORM, 8, LS POINT SHTO. WIN LO: IMPORTNE FTOR, Iw.5 SI WIN SPEE 85 MPH EXPOSURE 5. SNOW LO: IMPORTNE FTOR, I.5 SI GROUN SNOW LO, Pg 6. SEISMI LO: OUPNY TEGORY III SEISMI IMPORTNE FTOR, I.5 SEISMI IMPORTNE FTOR, Ip.5 SITE LSS SITE OEFFIIENT S S.5 SITE OEFFIIENT S.6 SEISMI ESIGN RESPONSE PRMTE R S S. SEISMI ESIGN RESPONSE PRMTER S.6 SEISMI ESIGN TEGORY SITE OEFFIIENT Fa. SITE OEFFIIENT Fv.5 RESPONSE MOIFITION FTOR, Rw. LONG PERIO TRNSITION PERIO, T L 6 NO. REVISION TE REINFORING STEEL. REINFORING RS SHLL E STM 65-GRE 6.. WELE WIRE FRI SHLL ONFORM TO STM 85.. RRNGEMENT N ETILING REINFORING STEEL, INLUING R SUPPORTS N SPERS, SHLL E IN ORNE WITH THE LTEST I 5 ETILING MNUL.. REINFORING SHLL LP IN ORNE WITH THE ONRETE REINFOREMENT SPLIE TLE, UNLESS OTHERWISE SHOWN. WHEN RS IFFERENT SIZE LP TO EH OTHER, SPLIE LENGTH FOR THE SMLLER R N E USE. OWELS SHLL HVE THE SME SIZE N SPING S THT THE REINFORING STEEL THEY RE SPLIE N SHLL HVE MINIMUM LP S NOTE OVE. R SPLIES SHLL E STGGERE. 5. HOOK REINFORING RS INTERUPTE OPENINGS. 6. NO WELING REINFORING RS SHLL E PERMITTE, UNLESS PPROVL IN WRITING IS OTINE FROM THE ENGINEER PRIOR TO ONSTRUTION. 7. IMENSIONS TO REINFORING RE TO R ENTERLINES, UNLESS NOTE OTHERWISE R OVER IS LER ISTNE ETWEEN THE R N THE ONRETE SURFE. UNLESS NOTE OR SHOWN OTHERWISE R OVER FOR REINFORING STEEL SHLL E S FOLLOWS: FOOTINGS N SE SLS: FORME SURFES N OTTOMS ON ONRETE WORK MT -INH TOP SURFES EXPOSE TO ERTH, WTER, OR WETHER -INH OTTOMS N SIES IN ONTT WITH ERTH -INH SUSPENE SLS: FORME SURFES EXPOSE TO ERTH, WTER, OR WETHER -INH TOP N OTTOM RS RY ONITION -INH EMS N OLUMNS: RY ONITIONS: STIRRUPS, SPIRLS, N TIES /-INH PRINIPL REINFOREMENT -INH EXPOSE TO ERTH, WTER, OR WETHER: STIRRUPS, SPIRLS, N TIES -INH PRINIPL REINFOREMENT /-INH WLLS: LESS THN -INHES THIK /-INH INHES OR OVER IN THIKNESS /-INH ONRETE:. EMENT SHLL E STM 5 E II FOR LL STRUTURES. ONRETE SHLL HVE MINIMUM 8 Y OMPRESSIVE STRENGTH (PSI) S NOTE IN THE TLE ELOW N S FURTHER EFINE IN THE SPEIFITIONS:. ONRETE ONSTRUTION SHLL ONFORM TO I 8-8 INLUING R ENS N HOOKS, UNLESS ETILE OTHERWISE.. SUMIT ONRETE LIFT RWINGS SHOWING THE LOTION ONSTRUTION JOINTS, WTERSTOPS N OTHER ES JOINTS OTHER THN SPEIFIE OR SHOWN ON THE RWINGS FOR FVORLE REVIEW THE ENGINEER EFORE STRT WORK ON FORMS, REINFORING STEEL OR PLING ONRETE. NY ITIONL VERTIL OR HORIZONTL ONSTRUTION JOINTS SHLL HVE STNR KEYWY N SHLL E FVORLY REVIEWE THE ENGINEER. REFER TO SPEIFITIONS N IL ETILS FOR ITIONL INFORMTION. ONSTRUTION JOINTS SHLL E ROUGHENE TO /-INH MPLITUE.. OPENINGS, PIPE SLEEVES, ONUITS, INSERTS N OTHER EMEE ITEMS SHLL E IN PLE EFORE ONRETE IS PLE. IT IS THE ONTRTOR'S RESPONSIILITY TO OORINTE RHITETURL, IVIL, MEHNIL, ELETRIL, LNSPING, HV, PLUMING, INSTRUMENTTION N OTHER PLNS FOR ITEMS REQUIRING SLEEVES N EMEMENTS IN ONRETE WHIH RE NOT INITE OR SHOWN ON STRUTURL RWINGS. NO PIPES OR SLEEVES SHLL PSS THROUGH STRUTURL MEMERS (UNLESS SHOWN ON STRUTURL RWINGS). OORINTE WITH EQUIPMENT MNUFTURERS RWINGS FOR NHORING EVIES. 5. UNLESS OTHERWISE NOTE, LL EXPOSE EGES N ORNERS SHLL E HMFERE /-INH. INTERIOR FLOOR SLS N EXTERIOR SIEWLKS SHLL HVE TOOLE /8-INH RIUS ONSTRUTION JOINT. 6. EH FE ONRETE SHLL E REINFORE MINIMUM NO. 5 RS T -INHES EH WY. 7. ONRETE ENSE LL PIPES N ONUITS UNER ONRETE SLS N FOOTINGS STRUTURL LUMINUM:. UNLESS NOTE OTHERWISE, STRUTURL LUMINUM SHLL E GRE 66-T6.. THE FRITOR N INSTLLER MUST E STTE LIENSE ONTRTOR REGULRLY ENGGE IN USTOM FRITION N INSTLLTION WELE N OLTE STRUTURL LUMINUM.. WEL ELETROES SHLL ONFORM TO WS 5. OR 5.. WELING SHLL E PERFORME ERTIFIE WELERS. WELING SHLL USE ONLY PPROVE ELETROES. WELING SHLL ONFORM TO THE PROVISIONS THE LTEST STRUTURL WELING OE (WS.).. ONNETIONS SHLL USE ISI E 6, STINLESS STEEL OLTS UNLESS NOTE OTHERWISE. PROVIE WSHERS T LL OLTE ONNETIONS. 5. LL LUMINUM IN ONTT WITH ONRETE, PLSTER OR OTHER METLS SHLL REEIVE N ISOLTION OTING IN ORNE WITH THE SPEIFITIONS. SLES " IF THIS R IS NOT JUST SLES 5mm NIEL SYMONS RWN ET ORINGLY. Kennedy/Jenks onsultants // STRUTURL STEEL:. UNLESS OTHERWISE NOTE, STRUTURL STEEL SHLL ONFORM TO STM 6. W- N WT- SHPES SHLL ONFORM TO STM 99. PLTES ONNETING TO W- N WT- SHPES SHLL ONFORM TO STM 57 GRE 5. HOLLOW STRUTURL S (HSS) SHLL ONFORM TO STM 5 GRE. STEEL PIPE SHLL ONFORM TO STM 5 E E OR S.. LL STRUTURL STEEL SHLL E FRITE N ERETE IN ONFORMNE WITH THE LTEST IS SPEIFITION PRTS THRU N THE "SPEIFITION FOR STRUTURL STEEL UILINGS".. ONNETIONS N OLTS SHLL ONFORM TO THE IS LLOWLE STRESS ESIGN SPEIFITION FOR STRUTURL JOINTS USING STM 5 OR 9 OLTS. ONNETIONS SHLL USE STM 5-X OLTS UNLESS NOTE OTHERWISE. PROVIE WSHERS T LL ONNETIONS WITH OVERSIZE OR SHORT SLOTTE HOLES.. WEL ELETROES SHLL ONFORM TO WS 5. OR 5.5 E7XX ELETROES. WELING SHLL E ONE ERTIFIE WELERS. WELING SHLL USE ONLY PPROVE ELETROES. WELING SHLL ONFORM TO THE PROVISIONS THE LTEST STRUTURL WELING OE (WS.). 5. UNLESS NOTE OTHERWISE, STRUTURL STEEL OMPONENTS N ONNETIONS SHLL E PINTE OR PROTETIVE OTE IN ORNE WITH THE SPEIFITIONS. ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 SPEIL INSPETION N TESTING SHEULE. ONRETE INSPETION: ONT PER [X] [ ] ONTINUOUS PLEMENT INSPETION EXEPT f'c<,5 PSI OR E E ONRETE [ ] [X] VERIFY ESIGN MIX [X] [ ] T TIME SMPLE TKEN FOR STRENGTH, SLUMP, UNIT WEIGHT, IR N TEMPERTURE TESTS. [ ] [X] PROPER URING N TEMPERTURE [X] [ ] OLTS INSTLLE IN ONRETE [ ] [X] REINFORING PLEMENT [ ] [X] FORMWORK [ ] [ ] STRESSING & GROUTING TENONS TESTING: [X] YLINERS PER UI YRS* 7 8 YS. * EH MIX PLE, EH Y PLE EXEPT f'c<,5 PSI OR E E ONRETE [X] SLUMP TEST - PER 5 Y & T STRENGTH SMPLE [X] IR TEST - PER STRENGTH SMPLES [ ] SHRINKGE TEST - SPEIMENS PER STRENGTH SHEULE [ ] UNIT WEIGHT TEST - PER STRENGTH SMPLES. STEEL INSPETION: ONT PER [ ] [X] HIGH STRENGTH OLT, NUT N WSHERS ONFORM TO STM STNRS SPEIFIE [ ] [X] OLT MFR ERTIFITE OMPLINE [ ] [X] ERING-E ONNETIONS [ ] [X] SLIP-RITIL ONNETIONS [ ] [X] SINGLE PSS FILLET WELS 5/6" [X] [ ] SINGLE PSS FILLET WELS > 5/6" [X] [ ] MULTI-PSS FILLET WELS [X] [ ] LL JP N PJP GROOVE WELS [ ] [X] FLOOR N RO EK WELS [ ] [X] STEEL FRMING OMPLINE W/ ONST OUMENTS [ ] [X] MGNETI PRTILE TESTING 5% FILLET WELS [X] [ ] UT ON LL JP WELS. SOILS INSPETION N TESTING: ONT PER [ ] [X] VERIFY MTERIL ELOW FOOTING IS EQUTE TO HIEVE ESIGN ERING PITY [ ] [X] VERIFY EXVTIONS EXTEN TO PROPER EPTH [X] [ ] VERIFY USE PROPER MTERILS, ENSITIES N LIFT THIKNESS URING PLEMENT ONTROLLE FILL [ ] [X] PRIOR TO PLEMENT ONTROLLE FILL, VERIFY PROPER SUGRE PREPRTION [ ] [X] LSSIFITION N TESTING ONTROLLE FILL [ ] [X] EXVTION SUPPORT & SHORING [ ] [X] UNERPINNING. PILE FOUNTIONS INSPETION: ONT PER [X] [ ] VERIFY PILE MTERILS, SIZES N LENGTHS OMPLY WITH REQUIREMENTS [X] [ ] OSERVE TESTING PILES, IF REQ' TO VERIFY PITY [X] [ ] OSERVE RILLING OPERTIONS N MINTIN OMPLETE N URTE REORS [X] [ ] VERIFY PLEMENT LOTIONS & PLUMNESS, EMEMENT & EQUTE EN ERING PITY SEE SPEIFITION 6 FOR ITIONL TESTING N INSPETION REQUIREMENTS PERTINING TO ONRETE PILES 5. SPEIL SES NHORGE TO EXISTING ONRETE/MSONRY (SPE 59): [X] ONTINUOUS INSTLLTION INSPETION [X] PRO LO TEST PER SPE 59 (SUMIT TEST LOS TO ENGINEER PRIOR TO TEST) - % NHORS FOR OWELS - % NHORS FOR SILL PLTE OLTS - 5% NHORS FOR EQUIP NHORGE - % NHORS FOR HOL-OWN OLTS - % FOR LL OTHER NHORS NOTE: POST-INSTLLE FSTENERS RE ONLY TO E INSTLLE WHERE SPEIFILLY INITE N SHLL REEIVE SPEIL INSPETION N TESTING IN ORNE WITH 59. THE FOLLOWING RE NOT USE: 6. STRUTURL MSONRY 7. WOO 8. SHOTRETE 9. INSULTING ONRETE FILL. SPRY-PPLIE FIRE RESISTIVE MTERILS. SMOKE ONTROL SYSTEMS. REINFORE GYPSUM ONRETE STRUTURL REVITIONS & T # NUMER Ø IMETER SHTO MERIN SSOITION STTE HIGHWY TRNSPORTTION FIIL GGREGTE SE, NHOR OLT I MERIN ONRETE INSTITUTE IT ITIONL J JENT IS MERIN INSTITUTE STEEL ONSTRUTION ISI MERIN IRON N STEEL INSTITUTE IT MERIN INSTITUTE TIMER ONSTRUTION LUM LUMINUM LT LTERNTE P MERIN PLYWOO SSOITION PROX PPROXIMTE RH RHITETURL STM MERIN SOIETY FOR TESTING N MTERILS WS MERIN WELING SOIETY / OTTOM LKG LOKING LG UILING M EM M- EM MEMER N OUNRY NILING OT OTTOM P SE PLTE S OTH SIES TWN ETWEEN HNNEL L'S LULTIONS,/ ENTER-TO-ENTER J ONSTRUTION JOINT JP OMPLETE JOINT PENETRTION ENTERLINE LR LER NJ ONTROL JOINT OL OLUMN ON ONRETE ONST ONSTRUTION ONT ONTINUOUS L OULE I IMETER IM IMENSION L E LO N OWN WG(S) RWINGS (E) EXISTING E EH EF EH FE EL ELEVTION ELE ELETRIL EME EMEMENT EN EGE NILING EQ EQUL EQUIP EQUIPMENT ES EH SIE EW EH WY EXP EXPNSION EXT EXTERIOR (F) FUTURE F FLOOR RIN FF FINISH FLOOR FIN FINISH FLR FLOOR FN FIEL NILING FNN FOUNTION FRP FIERGLSS REINFORE PLSTI FT FOOT/FEET FTG FOOTING G GGE/GUGE GLV GLVNIZE GL GLULM EM HORIZ HORIZONTL HSS HOLLOW STRUTURL HT HEIGHT HWL HIGH WTER LEVEL I INTERNTIONL UILING OE I INTERNTIONL OE OUNIL IN INH INT INTERIOR GENERL NOTES, SPEIL INSPETION N TESTING SHEULE, N REVITIONS JT JOINT KIP, POUNS KSI KIPS PER SQURE INH L, NGLE L(S) POUNS L/SF POUN(S) PER SQURE FOOT LL LIVE LO LLH LONG LEG HORIZONTL LLV LONG LEG VERTIL LL LONG LEG K-TO-K LONGIT LONGITUINL LT LIGHT LW LIGHT WEIGHT MTL MTERIL MX MXIMUM M MHINE OLT M MOISTURE ONTENT M MISELLNEOUS HNNEL MEH MEHNIL MIN MINIMUM MIS MISELLNEOUS (N) NEW NT NON-ESTRUTIVE TEST(ING) NI NOT IN ONTT NO. NUMER NOM NOMINL NS NER SIE NSG NON-SHRINK GROUT NTS NOT TO SLE O ON ENTERS O OUTSIE IMETER OH OPPOSITE HN, OVERHE OPNG(S) OPENING(S) OPP OPPOSITE PF POWER TUTE FSTENER PER PERIOI PL PLTE PLF POUN PER LINEL FOOT PP PRTIL PENETRTION PSF POUN PER SQURE FOOT PSI POUN PER SQURE INH PT(S) POINT(S) PT PRESSURE TRETE R, R RIUS RET RETNGLE, RETNGULR REINF REINFORING, -MENT REQ' REQUIRE SH SHEULE SF SQURE FOOT SHT SIM SIMILR SL SHORT LEGS K-TO-K SLH SHORT LEG HORIZONTL SLV SHORT LEG VERTIL SMS METL SREW SPE(S) SPEIFITION(S) SQ SQURE SS STINLESS STEEL SS STURTE SURFE RY STG STGGER ST STNR STIFF STIFFENER STL STEEL STRU STRUTURE SUSP SUSPENE SYM SYMMETRIL T/ TOP T& TOP N OTTOM TS STRUTURL TUING IL UON UNLESS OTHERWISE NOTE UT ULTRSONI TESTING VERT VERTIL VIF VERIFY IN FIEL W/ WITH W/O WITHOUT W WIE FLNGE WP WORK POINT WT WEIGHT, STRUTURL TEE WLL THIKNESS WWF WELE WIRE FRI Y YR FILE NME 88. TE EEMER S-

2 ONRETE REINFOREMENT SPLIE TLE IL PIPE N ONUIT ENSEMENT IL ITIONL REINFORING FOR SL ORNERS IL ONRETE UR SPER FOR WLL REINFOREMENT \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // :9 PM IL HORIZONTL ORNER REINFORING NO. REVISION TE IL ITIONL REINFORING T OPENINGS " < 5" ITIONL REINFORING T OPENINGS IN PRESSURE WLLS N SLS SLES " IF THIS R IS NOT JUST SLES 5mm NIEL SYMONS RWN ET ORINGLY. Kennedy/Jenks onsultants // ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 ONSTRUTION JOINT WITHOUT WTERSTOP IL ONTROL JOINTS ONSTRUTION JOINT WITH WTERSTOP NOT FOR ONSTRUTION REINFORE ONRETE STNR ETILS IL LONGITUINL KEYS FILE NME 88. TE EEMER S-

3 \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // : PM NO. REVISION TE SLES " IF THIS R IS NOT JUST SLES 5mm NIEL SYMONS RWN ET ORINGLY. Kennedy/Jenks onsultants // ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 REINFORE ONRETE STNR ETILS FILE NME 88. TE EEMER S-

4 6'-" '-6" SLOPE '-" " Ø OLUMN OVE SL E IGESTER 6'-" 6'-" 6'-" 6'-" 6'-" '-6" '-" '-" QURNTS SLOPE '-" '-6" THIK SL " SQ PREST ON PILE,, TOTL, SEE S- SIM LIGNE WITH SQURE GRI PILES, USE S REFERENE POINT FOR PILE IRLE J IN WLL, SEE NOTE EL.5 + T EGE J IN SL SEE ETIL S- E IGESTER. IL ETILS, SHOWN ON IL ETIL S S N S, RE PPLILE UNLESS OTHERWISE NOTE.. IMENSIONS SHOWN FOR LYOUT PILES ON IGESTER #7 RE SIMILR FOR IGESTER #6.. PROVIE ONSTRUTION JOINTS WITH WTERSTOP IN THE WLLS T MXIMUM ±'-" ON ENTER.. PROVIE ORSE ROOM FINISH FOR THE TOP THE FLOOR N RO SL. 5. PROVIE FILLE N RUE FINISH FOR THE INTERIOR WLLS, OLUMNS, INTERIOR EILING, EXTERIOR WLLS ELOW GRE. 6. PROVIE LIGHT SNLST FINISH FOR EXTERIOR FE WLL OVE GRE. 7. IGESTERS RE MIRROR IMGES UNLESS OTHERWISE NOTE. MIRROR LINE SHLL E TKEN OWN THE ENTERLINE ETWEEN THE TWO IGESTERS. '-9" '-6" 6'-" 6'-" 6'-" J, EL.5 + E E SLOPE 9'-" 9'-" 9'-" '-9" 6'-" 6'-" 6'-" 6'-" 6'-" 6'-" 6'-" 6'-" 6'-" SLOPE 9'-6" \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // : PM SIM NO. REVISION TE 9'-" '-6" '-6" 75'-" 78'-6" 9'-" 9'-" 9'-" 9'-" 8'-6" IGESTER #7 SLES " IF THIS R IS NOT JUST SLES 5mm FOUNTION PLN NIEL SYMONS 5 RWN ORINGLY. Kennedy/Jenks onsultants // /8"='-" IGESTER #6 ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 SEE ETIL S- E IGESTER PILE LIGNE WITH ENTERLINE WLL IGESTERS 6 N 7 FOUNTION PLN FILE NME 88. TE EEMER S-

5 EL 6.7 '-6" WIE LNING 7'-" 6'-8" + EL 6. '-8" + EL 6. '-" R9'-" + EL 6.5 R7'-6" + EL 6.7 " EXPNSION JOINT WITH SELNT, " THIK EQUIPMENT SL, REINF WITH " EW T&, WITH ORSE ROOM FINISH L 6'- /" '-" 8'-" '-" '-" '-" 8'-5" EQUIPMENT P,, H PER MEH WGS '-9" 6'-9" ' + EL 6.8 '-6" J SEE NOTE " EXPNSION JOINT 7'-" '-" 7'-" S- '-" 5'-" 7'- /" 8'-6" EL EL EL 8.7 ' 5'-8" '-9" '-" J SEE NOTE + EL 7.6 '-" EL 7.8 '-8" '-" '-" '-" + '-" 5'-9" S- '-" L 6'-" 6'-" + EL 7.95 K S- EL " 6'-" 7'-8" EL 8.75 '-" J SEE NOTE EL 9. + EL EL 9.7 '-" J SEE NOTE + EL 9.7 K EL EL EL 9.7 8'-6". PROVIE ORSE ROOM FINISH FOR THE TOP THE EQUIPMENT SL.. PROVIE ONSTRUTION JOINTS T ' MX IN EQUIPMENT SL. PROVIE ONTROL JOINTS IN EQUIPMENT SL T ' ON ENTER EH WY.. MNWYS SHLL E ST INTO WLL WITH UTF FLNGE, SIMILR TO ST-IN-PIPE ETIL ON RWING M. MNWYS SHLL E 6SS. SIM EL 6.6 EL 7. + R'-" ONRETE STIR, E IGESTER 'x6' OPENINGS E TNK SEE NOTE "Ø ONRETE OLUMNS, E IGESTER S- " THIK ON WLL '-" '-" '-" " EEP SUMP T EH IGESTER "Ø ENTER OLUMN T EH IGESTER EGE FOOTING \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S5.dwg JEN LEIPZIG // : PM SIM 9'-" 9'-" 9'-" NO. REVISION TE 9'-" 9'-" 9'-" SLES " IF THIS R IS NOT JUST SLES 5mm RWN 9'-" 9'-" 9'-" IGESTER #7 IGESTER #6 NIEL SYMONS ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET ORINGLY. Kennedy/Jenks onsultants // GRE PLN 5 /8"='-" SEON STREET, SUITE SOUTH, SN FRNISO, 97 IGESTERS 6 N 7 GRE PLN FILE NME 88. TE EEMER S-5

6 . PROVIE ONSTRUTION JOINTS IN SLS IN RIL PTTERN, T MXIMUM SPING 9 EGREES ROUN THE IRLE.. PROVIE ORSE ROOM FINISH FOR THE TOP THE RO SL. 5'-8" OVERFLOW OX EGE WLL (ELOW) N EGE RO SL G '-" E LUMINUM GURRIL 8'-" R9'-" G E LUMINUM GURRIL, T RO '-" 8'-" SIM RISERS EVENLY SPE " ROP PNEL, F ONE TRE, E EN '-" '-6" WIE IP ONRETE STIRS E, LUMINUM GURRIL E GURRIL x.7 '-" WLL MOUNTE LUMINUM HNRIL x.7 '-" 9 RISERS EVENLY SPE 8 " \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S6.dwg JEN LEIPZIG // : PM '-" SIM '-" NO. REVISION TE SLES " 5mm RWN " LUMINUM GRTING IGESTER #7 RO PLN IGESTER #6 IF THIS R IS NOT JUST SLES NIEL SYMONS ORINGLY. Kennedy/Jenks onsultants // F 5 /8"='-" ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 RO HTH, SWING MNWY, E IGESTER '-" " EXP JOINT T TOP STIRS ETWEEN STIR N LNING. '-" IGESTERS 6 N 7 RO PLN RISER EVENLY SPE TRES T " FILE NME 88. TE EEMER S-6

7 . IGESTER #7 IS MIRROR IMGE IGESTER #6, N NOTES ON THIS RE PPLILE TO IGESTER #7 S WELL.. PIPE SHLL E ENSE ENETH SL IN ORNE WITH ETIL ON S-, EXEPT T ETWEEN MOVEMENT JOINTS SHOWN ON MEHNIL S. TOP MOUNTE LUMINUM GURRIL SLOPE % SLOPE % ROP PNEL JENT EQUIPMENT P ON GRE ENTER OLUMN, SEE S- N MEH S ENTER ELEVTION.5 STRUTURL KFILL SLOPE SLOPE '-" MIN " FOUNTION MTERIL OVER FILTER FRI TO " EYON FOUNTION EXTENTS. ONRETE ENSEMENT, SEE NOTE. SEE MEH FOR PIPE ONTINUITY " SQ ON PILES \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S7.dwg JEN LEIPZIG // : PM NO. REVISION TE SLES " IF THIS R IS NOT JUST SLES 5mm NIEL SYMONS RWN ORINGLY. Kennedy/Jenks onsultants // IGESTER #6 (IGESTER 7 SIMILR) 5 /8"='-" S- S-5, S-6 ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 IGESTERS 6 N 7 FILE NME 88. TE EEMER

8 /"='-" S-6 F S-6 /"='-" G S-6 "='-" /"='-" \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S8.dwg JEN LEIPZIG // : PM H / S-6 "='-" NO. REVISION TE SLES " IF THIS R IS NOT JUST SLES 5mm ETIL /"='-" NIEL SYMONS S-5 RWN ORO LOM SNITRY ISTRIT ORINGLY. Kennedy/Jenks onsultants // /"='-" LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 E S- IGESTERS 6 N 7 S N ETILS 6 /"='-" S- S-5, S-6 FILE NME 88. TE EEMER

9 - + - '-6" UNLESS OTHERWISE NOTE /" '- /" EQUL.9"Ø LUMINUM TOP RIL. SEE LG ELEVTIONS FOR PRILES..9"Ø LUMINUM GURRIL +INTERMEITE RILS N POSTS '- /" EQUL '-"+ GURRIL E IS TOP MOUNTE GURRIL GURRIL E IS SIE MOUNTE/OLTE GURRIL "X /" ONTINUOUS LUMINUM TOEOR ONRETE SL OR SIEWLK OR WLL SEE POST SE ETIL THIS FOR EGE LOTION GURRIL E IS EM MOUNTE/OLTE GURRIL () /"Ø S.S. HESIVE NHORS -/" MIN. EME. () /"Ø S.S. HESIVE NHORS -/" MIN. EME. 6"x8" PLTE GROUT S REQUIRE /" 8" /". PROVIE TOE OR..5" SHE. LUM GURRIL POST EPOXY ON TO REINF. RO -/"Ø '-8" LONG REINFORING R WELE TO PLTE " MIN EGE ONRETE S OURS PLN VIEW GURRIL POST 7" " " " /" L ELEVTION 6 /" /" /" ON GROUT S REQUIRE /" MX. /8" x 6 /" x 7" LUMINUM PLTE.585"Ø '-8" LONG SOLI LUMINUM REINFORING R LER NOIZE L POST N PLTE TOP ON SL /" RIUS () /"Ø SS MHINE OLTS () /"Ø STINLESS STEEL EXPNSION NHORS, MIN " EME LOSE OTTOM POST ONRETE STIR SEE WG S-. FOR RISER HEIGHT & TRE EPTH SEE RWING S-.. THIS GURRIL ELEVTION IS IGRMTI. LUM. HNRIL, TTH T E. VERTIL SUPPORT, SEE ET. 5 -/" SHE. LUM. GURRIL N POSTS,. RETURN HNRIL TO VERTIL SUPPORT OPE WEL N GRIN SMOOTH,. GURRIL ES,, N "='-" GURRIL E - TOP MOUNTE POST SE /"='-" GURRIL E - FE MOUNTE POST SE /"='-" HNRIL/GURRIL T ONRETE STIR /"='-" \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S9.dwg JEN LEIPZIG // : PM ITUMINOUS OTING /" /" - WLL MOUNTE - POST MOUNTE HNRIL ETIL ONRETE WLL.5" SHE NOIZE LUM HNRIL EXTEN " EYON LST RKET N RETURN TO WLL () #- SS FLT HE PHILLIPS SELF-RILLING SELF-TPPING METL SREW X5/8" LONG EXTRUE LUM HNRIL RKET 5/8"Ø x " SS EXPNSION NHORS.5" SHE NOIZE LUM HNRIL. EXTEN " EYON LST RKET N RETURN TO WLL () #- SS FLT HE PHILLIPS SELF-RILLING SELF-TPPING METL SREW X5/8" LONG ENT LUM RO HNRIL RKET WELE TO EH VERTIL RIL. NOTE: PROVIE ITUMINOUS OTING ETWEEN LUMINUM N ISSIMILR MTERILS IN ORNE WITH SPEIFITION 5. 5 NO. REVISION TE.5" SHE '-8" LONG NOIZE LUM POST, EPOXY ON TO -/"x5" LUM SE & R PROVIE ITUMINOUS OSTING ETWEEN LUMINUM N ISSIMILR MTERILS -/" LIGN POST SE PLTE WITH EGE HNNEL /"Ø SS M SLES HNNEL PER PLN " IF THIS R IS NOT JUST SLES 5mm " X /" ONT. LUM TOE OR, SPLIE T POSTS ONLY ONNETION PER SPEIFITIONS Lxx/ RWN GRTING PER PLN GURRIL E - POST SE FOR RIGE NIEL SYMONS ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET ORINGLY. Kennedy/Jenks onsultants // L 6 GURRIL SEON STREET, SUITE SOUTH, SN FRNISO, 97. LL STINLESS STEEL SHLL E 6 SS.. PROVIE ISOLTION OTINGS IN ORNE WITH 55. GURRIL N HNRIL ETILS FILE NME 88. TE EEMER

10 S- '-" VRIES PER PLN VRIES TO '-" MX VRIES TO 5'-" MX 5'-" MIN '-" '-" S- '-" '-" MX 8" () " () E 5 SUPPORT (T5S) - /"='-" S- "='-" S- ETIL - "='-" "='-" S- S- '-" VRIES TO 5'-" MX EQ VRIES TO '-" MX EQ '-" '-" S- '-" 6" \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // : PM 6 S- E 5 SUPPORT (T5S) /"='-" E 5 SUPPORT (T5S) 5 "='-" - - S- NO. REVISION TE /" 8" () SLES " () ETIL S- S- "='-" " IF THIS R IS NOT JUST SLES EQ EQ ETIL 6 "='-" 5mm S- NIEL SYMONS RWN ORINGLY. Kennedy/Jenks onsultants // L "='-" ETIL 7 / "='-" S- ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 "='-" OVERHE PIPE SUPPORTS S- FILE NME 88. TE EEMER S-

11 . THE PILES RE TO E PREST, PRESTRESSE ONRETE PILES WITH MINIMUM ONRETE STRENGTH f'c = 7,5 PSI. PILE ONSTRUTION SHLL E IN ORNE WITH SPEIFITION 6. SEE 6 FOR REQUIREMENTS REGRING ONTRTOR LULTIONS N SUMITTLS. NOMINL TOP PILE, REMOVE PER NOTES, THIS, PROTET RER, STRNS, TOP PILE VRIES WITH SL SLOPE " EW " '-" '-" (). LL PLTES N FSTENERS SHLL E 6 SS " ENTER WELL. STRNS RE TO E /"Ø STM 6 GRE 7, LOW RELXTION & MINIMUM REKING STRENGTH KIPS. 9". WIRE SPIRL REINFORING TO E STM 8 OR STM 76 N REINFORING RS TO E STM 65 GRE 6 OR STM 76. IRULR SPIRL REINFORING SHLL E SPLIE LPPING ONE FULL TURN N ENING THE EN THE SPIRL TO 9-EGREE HOOK.. SEE SPEIFITION 6 FOR PILE RIVING LIMITTIONS INLUING HOURS OPERTION, ENERGY ELIVERE, PRERILLING, FOLLOWERS. 5. PILE SPLIE LOTIONS IF REQUIRE SHLL E MINIMUM '-" ELOW THE OTTOM FOUNTIONS. 6. PILE LENGTH IN SHEULE IS PY LENGTH N OES NOT INLUE PILE FRITION LENGTH EFORE UT-F. SEE ETIL THIS RWING. 7. PRE-RILLING MY E USE PROVIE THE HOLE IS NOT LRGER THN 75% IGONL WITH PILE. PRERILL HOLE IMMEITELY EFORE PILE IS RIVEN. NOTE THT PROJET SITE HS HIGH GROUN WTER. 8. ( - ) INITES TENSION. 9. SEE PILE MOMENT IGRM ELOW FOR LOTION PILE MOMENTS Mu, Mu, N Mu.. THE ULTIMTE SHER VLUE FOR "x" PILES SHLL NOT E LESS THN KIPS FOR THE FIRST 5 FEET MESURE FROM OTTOM FE PILE P OR MT FOUNTION, 5 KIPS FOR THE REMINING LENGTH, IL UNLESS OTHERWISE NOTE.. TOP RIVEN PILES RE NOMINLLY '-7" OVE OTTOM FOUNTION. ONTRTOR TO FIEL VERIFY IMENSIONS N LOTIONS. REMOVE ONRETE (NOMINLLY '-") N EXPOSE (WITHOUT MGING) PILE REINFORING N PRESTRESSING STRN TO INSTLL NEW HOOKE RS WITH MEHNIL OUPLERS. EME STRNS MIN 5".. SEE ETIL THIS RWING FOR SIZE N QUNTITY VERTIL PILE OWELS. ONTRTOR SHLL TEST ONE PERENT (%) OUPLERS TO FULL TENSION PITY THE RS IN PRESENE OWNER'S TESTING L. IF FILE, REMOVE N REINSTLL T NO ITIONL OST. EXPOSE PRESTRESSING STRNS SHLL E TIE TO FOUNTION REINFOREMENT.. T FOUNTION PERIMETER ROTTE VERTIL PILE OWELS WITH STNR 9 HOOK TO PROVIE " MINIMUM ONRETE OVER. '-6" " ETIL OT EL -.' S- 8 - #6 WITH STNR HOOK, SPLIE USING MEHNIL OUPLER TO PILE OWELS, SPLIE SPIRL WITH TOP PILE REINF, NHOR TENONS TO FNN REINF PREST ONRETE PILE, PER ETIL S- '-" ETIL /"='-" PL / S- SIES / / ~ ~ 9" / '-" VNE PL /" S- " WIE x 8" TLL OPENING, GRIN EGES SMOOTH (, 8 PRT) " PIPE SPIRL REINFORING IN PILE P W MIN, " PITH FT TO OTTOM FEET W MIN, " PITH 8"Ø PL /" PL /8" STIFFENER ( 7) " \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // : PM (8)-#6 VERT PILE OWELS 76 REINF EXTEN LTERNTING ENS '-" ELOW 5'-" d=±9 /" TOP 5 FEET ETIL " HMFER, (8)-/"Ø STRNS SEE NOTE # IRULR W WIRE SPIRL SEE NOTE # N SPING PER ETIL /" LR MIN () S- OTTOM FEET W MIN, "PITH NO. REVISION TE SLES " IF THIS R IS NOT JUST SLES 5mm NIEL SYMONS EW TO '-" EYON SUMP R'-9 /" R'-" HOOK RS T EPRESSION REPLE INTERRUPTE RS T OPENINGS SIMILR TO ETIL ON S- RWN L ETIL /"='-" S-. LL PLTES N FSTENERS SHLL E 6 SS ETIL /"='-" '-" S- /"Ø STM F59 (6 SS) W HESIVE NHORS W/ 5" EMEMENT EQ SPINGS) ORINGLY. Kennedy/Jenks onsultants // ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 8" '-" PL /8" STIFFENER ( 7) /" MX NSG (MIN 5 PSI) / /"='-" J /8 PILE N ENTER OLUMN S N ETILS SEE ETIL UTF FLNGE PER '-6" (MIN) S- M- FILE NME 88. TE EEMER S-

12 ONRETE UR ON (E) ONRETE WLL S- M S- (E) ONRETE PIPE TRENH WLL " EW, IN " SL STEP PER PLN STEP PER PLN '-6" " EW T THIKER RES EXP JT 5'-8" EXP JT SLOPE PER PLN '-6" ONRETE UR ON (E) ONRETE PIPE TRENH OVER S- SW UT N REMOVE (E) ONRETE PIPE TRENH OVER SW UT N REMOVE (E) ONRETE PIPE TRENH OVER ONRETE UR ON (E) ONRETE PIPE TRENH OVER S- E REMOVLE GURRIL PER '-" /"='-" K S-5 " LR, " MX SLOPE WITH OTTOM " FOUNTION MTERIL OVER FILTER FRI, (E) INTERNL TRENH WLL EL PER PLN MTH SL REINFORING (E) ONRETE PIPE TRENH WLL 5'-8" (E) ELE ONUITS 9'-" EXP JT E GURRIL PER ONRETE UR S- EXP JT GURRIL EHIN (NOT SHOWN FOR LRITY) " W SEE M-.6 ONRETE UR S- E GURRIL PER EXP JT EQUIP RE ON SL EXISTING PIPE TRENH VRIES 6" TO '-" 6" MIN '-" " EXPNSION JOINT MTERIL \\SFO\wgs\\88. Oro Loma igesters 6 and 7\88-S.dwg JEN LEIPZIG // : PM # ONT. ( ) 8"/ PVING WHERE LLE FOR ON - (SLOPE TO RIN) OWEL RER TO " EMEMENT EPTH # ONT. ( ) 8"/ PVING WHERE LLE FOR ON - (SLOPE TO RIN) (E) ONRETE PIPE TRENH WLL 6" " " " 6" " 6" TOP UR ONRETE UR ON (E) ONRETE WLL TOP UR /" RIUS T EXPOSE ORNERS SWUT (E) ONRETE OVER (E) ONRETE PIPE TRENH OVER /" RIUS T EXPOSE ORNERS OWEL RER TO " EMEMENT EPTH ( ) S- W ONNETION IN EXISTING PIPE TRENH N.T.S N.T.S N.T.S ETIL ETIL M S- S- NO. REVISION TE (E) 6" SLUGE (E) 8" FILTRTION WSHWTER SLES " IF THIS R IS NOT JUST SLES 5mm MTH HEIGHT REQUIRE FOR PUMP SHOP RWINGS N.T.S NIEL SYMONS (E) 8" # W RWN L (E) 8" G (E) 6" S (E) ELETRIL ONUITS " EF EW REINF PER IL EQUIPMENT P REINF PER P ORINGLY. Kennedy/Jenks onsultants // M S- ETIL SLE: /" = '-" /"='-" S-5 ORO LOM SNITRY ISTRIT LME OUNTY, LIFORNI IGESTER FILITIES IMPROVEMENT PROJET SEON STREET, SUITE SOUTH, SN FRNISO, 97 7'-6" /"='-" 6'-" VERTIL '-" HORIZONTL L S-5 REPLE INTERRUPTE RS WITH RS EQUL IN RE PER IL ETIL ON S-. ONTINUE REPLEMENT RS ROUN ENTIRE TNK 8 "Ø FLNGE OLTS EVENLY SPE /" THIK PLTE "X" WEEP FLNGE " THIK PLTE. LL PLTES N OLTS IN HTH SHLL E 6 SS.. PROVIE EPM GSKET ROUN EGE.. LL ONNETIONS SHLL E JP GROOVE WELS. ETIL /"='-" 9 /" S-5 LIFTING EYE,, 6" PRT EQUIPMENT P SL S N MISELLNEOUS ETILS FILE NME 88. TE EEMER S-