PRECAST CONCRETE SUBSTRUCTURE NOTES

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1 UIELINES TESE UIELINE RWINS REPRESENT TYPIL ETILS FOR TE ESIN N ETILIN OF PREST ONRETE SUSTRUTURES. TESE SEETS RE INLUE TO PROVIE N EXMPLE OF TE RFTIN LYOUT OF TYPIL PREST ONRETE SUSTRUTURES. SEVERL IFFERENT SUSTRUTURE TYPES RE SOWN. TE ETILS OVER MORITY OF TE SUSTRUTURES USE IN TE NORTEST. ETILS N REINFOREMENT SOWN RE SEMTI. ESIN N ETIL E SUSTRUTURE ORIN TO TE SPEIFI REQUIREMENTS OF E RIE. SET TE LOTION OF TE LONITUINL REINFORIN STEEL SE ON TE SIZE OF TE ROUTE SPLIE OUPLER, NY REINFORIN STEEL ROUN TE OUPLER, N TE LER OVER REQUIREMENTS FOR TE ELEMENT. OUNT FOR TIS IN TE ESIN OF TE ELEMENT. REOMMENE MXIMUM SIZES OF ELEMENTS: WIT: TE MXIMUM WIT OF TE ELEMENT INLUIN NY PROETIN REINFORIN SOUL E KEPT ELOW 12FT FOR SIPPIN RESONS WEIT: TE MXIMUM WEIT OF E ELEMENT SOUL E KEPT TO LESS TN 0KIP. EIT: TE MXIMUM EIT OF NY ELEMENT INLUIN PROETIN REINFORIN SOUL E KEPT TO LESS TN FT FOR SIPPIN RESONS. LENT: TE MXIMUM LENT OF NY ELEMENT SOUL E KEPT TO LESS TN 120 FEET IMPLEMENTTION IT IS TE ESINER S RESPONSIILITY TO: ESIN N ETIL LL SUSTRUTURE ELEMENTS, INLUIN UT NOT LIMITE TO, OMPONENTS SU S PIERS, UENTS, FOOTINS N FOUNTIONS. ESIN N EK TE SUSTRUTURE ELEMENTS FOR LL NTIIPTE LOS. ETIL IMENSIONS OF LL ELEMENTS INLUIN INTERNL REINFORIN. SPEIFY N ETIL TOLERNES FOR OT FRITION N INSTLLTION OF LL ELEMENTS. SEE TOLERNE NOTES N ETILS. LULTE ELEVTIONS OF TOP OF LL PREST ELEMENTS. ELEVTIONS TO E INLUE ON LL ETILS. ETERMINE TE EOTENIL REQUIREMENTS OF TE SITE N PLE TE PPLILE INFORMTION ON TE PLNS. PLE PPLILE ENERL NOTES ON TE PLN SET. ENSURE SUFFIIENT ETIL IS E TO TE ESIN PLNS TO ENSURE PROPER FIT UP OF PREST ELEMENTS IN TE FIEL. TOLERNE ETIL SEETS EPIT WORKIN METO FOR IEVIN PROPER FIT UP. SPEIL MTERILS N EVIES TE ETILS ONTINE EREIN SOW STNR PREST ONRETE ELEMENTS. SOME OF TE ETILS SOW MTERILS N PROUTS TT MY NOT E TYPILLY FOUN IN PREST RIE ELEMENTS. TE FOLLOWIN IS LIST OF SPEIL MTERILS N EVIES TT RE SOWN IN TESE UIE ETILS: 1. ORRUTE METL PIPE (MP) VOIS: RESER S SOWN TT STNR LVNIZE MP RINE PIPES N E USE TO FORM VOIS WITIN PREST ELEMENTS. TESE VOIS N E USE TO MKE ONNETIONS ETWEEN ELEMENTS N TO REUE TE WEIT OF TE ELEMENTS. 2. ROUTE SPLIE OUPLERS: TESE EVIES N E USE TO ONNET REINFORIN STEEL RS. TEY RE MENIL EVIES TT MEET TE REQUIREMENTS OF MENIL ONNETORS S EFINE IN TE STO LRF RIE ESIN SPEIFITIONS. TESE EVIES RE PROPRIETRY; OWEVER, TERE RE MULTIPLE OMPNIES TT N SUPPLY TESE PROUTS. 3. LEVELIN OLTS: TESE RE EVIES TT RE FRITE TO LLOW FOR FST N URTE USENT OF TE VERTIL ELEVTION OF ELEMENTS. TEY RE TYPILLY ESINE Y TE FRITOR S PRT OF TE ELEMENT LIFTIN N PLEMENT RWRE. TE ETILS EPIT ONE TYPE OF EVIE. LTERNTE EVIES SOUL LSO E LLOWE IN TE PROET SPEIFITIONS. PREST ONRETE SUSTRUTURES NOTES ENERL NOTES ESIN PREST ONRETE SUSTRUTURE ELEMENTS IN ORNE WIT TE LTEST EITION OF TE STO LRF RIE ESIN SPEIFITIONS EXEPT S NOTE OTERWISE. PROVIE LER OVER FOR REINFORIN N ROUTE SPLIE OUPLERS S PER STTE STNRS IN LL SUSTRUTURE ELEMENTS UNLESS OTERWISE NOTE. ONTRTOR TO PROVIE TEMPORRY RIN FOR LL ELEMENTS UNTIL ONNETIONS VE IEVE EQUTE STRENT. TE ONTRTOR MY SUSTITUTE LTERNTE LEVELIN EVIES PROVIE TEY N PROUE STRUTURE WITIN TE SPEIFIE ERETION TOLERNES. MFER LL EXPOSE EES N ORNERS ". SOW ESTIMTE SIPPIN WEITS FOR LL PREST ELEMENTS ON ONTRT RWINS. PROVIE MIL REINFOREMENT S PER STTE SPEIFITIONS UNLESS OTERWISE NOTE. TOLERNES LL PREST ONRETE ELEMENTS TO E FRITE TO TE SPEIFIE IMENSIONS WITIN EPTLE INUSTRY TOLERNES. TE ETILIN N LYOUT OF PREST ELEMENTS SOUL OUNT FOR TE FRITION N ERETION TOLERNES. TE ESINER SOUL SPEIFY N ETIL ELEMENT FRITION TOLERNES, ELEMENT ERETION N INSTLLTION TOLERNES (OT ORIZONTL N VERTIL), N PILE RIVIN TOLERNES (IF PPLILE). REOMMENE ELEMENT FRITION TOLERNES RE SOWN ON SEETS 11 N 12. TESE RE SE ON INUSTRY PRTIE N SOUL ONLY E REUE FTER ONSULTTION WIT FRITORS. IF PREST ELEMENTS RE TO E ONNETE TO ST-IN-PLE ONRETE, OORINTE TOLERNES ETWEEN SOP N FIEL PERSONNEL. REOMMENE ELEMENT ERETION TOLERNES RE SOWN ON VRIOUS ETILS WITIN TESE UIE ETILS. ORIZONTL ERETION TOLERNES RE LWYS SE ON MESUREMENTS FROM OMMON WORKIN POINT OR LINE. ERETION OF ELEMENTS SE ON ENTER TO ENTER SPIN SOUL NOT E USE S TIS OUL LE TO UIL UP OF ERETION ERRORS. TE WIT OF OINTS ETWEEN ELEMENTS RE FUNTION OF ELEMENT TOLERNES, ERETION TOLERNES, N PLEMENT OF FILL MTERILS. TE WIT OF OINTS SOWN IN TESE UIE ETILS SOUL NOT E REUE WITOUT REFUL ONSIERTION OF TOLERNES. VERTIL ERETION TOLERNES SOUL E MESURE URIN ERETION T TE TOP OF E ELEMENT S SOWN ON TE UIE ETILS. ORIZONTL OINTS RE PROVIE TO OMMOTE ELEMENT EIT TOLERNES URIN ERETION. SEVERL OF TE UIE ETILS MKE USE OF ROUTE SPLIE OUPLERS. ONTRTORS MY OOSE TO EXTEN REINFORIN RS FROM ENT ELEMENTS WIT EXTR LENT. TE R EXTENSIONS N TEN E UT TO TE OUPLER MNUFTURER S REOMMENE LENT SE ON REQUIRE ELEMENT ERETION TOLERNES. ETILS FOR FOUNTION VOIS RE SE ON LTERL INSTLLTION IF TIS NNOT E OMPLISE TE ETILS SOWN EREIN SOUL E USTE IN ORER TO OMMOTE TE NTIIPTE TOLERNES. FOR ETERMININ TE MINIMUM SIZE OF TE ORRUTE METL PIPE FOR USE WIT TE SUSTRUTURE ELEMENTS USE TE FOLLOWIN: PIPE PILE: O.. + 8" -PILE OR PREST PILE: PILE I. + 8" (MESURE IONLLY FROM ORNERS) RILLE SFT: O.. OF SPIRL + 8" TIS IS SE ON PROVIIN 1" MINIMUM P ETWEEN TE PILE N TE SIE OF TE VOI WIT TE MXIMUM OFFSET TOLERNE. NOTE TT ORRUTE METL PIPE SIZES RE SE ON INSIE IMETER. ONRETE NOTES PREST ONRETE: IN ENERL, ESINERS SOUL SPEIFY ONRETE WIT MINIMUM OMPRESSIVE STRENT OF 5000 PSI. TE MIX ESIN OF TE PREST ONRETE SOUL NORMLLY E EVELOPE Y TE PREST FRITOR N PPROVE Y TE OWNER. SITE ST ONRETE N ROUT: TE ESINER SLL SPEIFY TE MINIMUM ONRETE PROPERTIES FOR TE FINL ONSTRUTION (STRENT, URE TIME, ET.). TE ENINEER RESPONSILE FOR TE SSEMLY PLN SLL SPEIFY TE REQUIRE ONRETE STRENTS FOR VRIOUS STES OF TE SSEMLY SE ON LULTIONS EVELOPE FOR TE SSEMLY PLN. FOR EXMPLE: TE SSEMLY PLNS OUL SPEIFY ONRETE STRENT IN LOSURE POUR OF 2000 PSI FOR ERTIN STE OF ONSTRUTION, PROVIE TT TE ONRETE INS TE FULL ESIN STRENT PRIOR TO OPENIN TE RIE TO TRFFI. REOMMENTIONS FOR SITE ST ONRETE ONRETE MIXES: MOST STTES VE STNR ONRETE MIXES FOR RIE ONSTRUTION USIN ONVENTIONL ONSTRUTION. ELERTE RIE ONSTRUTION PROETS OFTEN REQUIRE ONRETE TT N IN STRENT N URE IN RPI MNNER. MTERIL PERFORMNE SPEIFITIONS RE REOMMENE IN LIEU OF RII PRESRIPTIVE SPEIFITIONS. TE FOLLOWIN ONRETE STRENT PRMETERS RE SUESTE FOR USE ON PREFRITE RIE PROETS. VERY ERLY STRENT ONRETE: ONRETE TT WILL TTIN TE ESIN STRENT IN LESS TN 12 OURS ERLY STRENT ONRETE: ONRETE TT WILL IN TE ESIN STRENT IN LESS TN 24 OURS NORML ONRETE: ONRETE TT WILL IN TE ESIN STRENT IN LESS TN 7 YS SRINKE OF ERLY STRENT ONRETE N LE TO RKIN. FOR TIS RESON, SRINKE OMPENSTIN MIXTURES SOUL E ONSIERE. LIQUI MIXTURES SOUL E USE IN LIEU OF EXPNSIVE METLLI POWERS. IT IS REOMMENE TT TE STTES WORK WIT LOL REY MIX PROUERS TO EVELOP EPTLE MIX ESINS TT N MEET TE REQUIRE PRMETERS. IELLY, TESE MIXES SOUL E EVELOPE PRIOR TO IIN N ELERTE RIE ONSTRUTION PROET. ONTROLLE ENSITY FILL (FLOWLE FILL): ONTROLLE ENSITY FILL N E USE TO FILL VOIS TT RE NOT SUETE TO I UNIT STRESSES N RE NOT REINFORE. ONTROLLE ENSITY FILLS RE FLOWLE N RE LESS EXPENSIVE TN FLOWLE ROUTS. TIS WILL NORMLLY INLUE RES TT RE USE TO SET FOOTINS N SLS. TYPIL RES INLUE VOIS UNER FOOTINS N PPRO SLS. ONTROLLE ENSITY FILLS VE RELTIVELY SLOW SET TIMES. USE ROUT TO FILL VOIS IF FST SET TIMES RE REQUIRE. ROUT: ROUT SOUL ONLY E USE FOR SMLL VOI ROUTIN. TE REQUIRE STRENT OF TE ROUT SOUL E ETERMINE N SPEIFIE Y TE ESIN ENINEER. NORMLLY TE ESIN STRENT IS TE SME STRENT S TE SURROUNIN ONRETE. FLOWLE ROUT SOUL E SPEIFIE IN RES TT REQUIRE SINIFINT ORIZONTL FLOW OF TE ROUT IN ORER TO FILL TE VOI. TIS WOUL NORMLLY INLUE EM UNES N ORIZONTL OINTS ETWEEN VERTIL ELEMENTS. FOR OMPLEX VOIS, TE ENINEER MY SPEIFY TEST MOK-UP ROUT POUR PRIOR TO TE TUL ONSTRUTION. TE MOK-UP SOUL E SIMILR TO TE FINL ONFIURTION. TE ONTRTOR SOUL E REQUIRE TO EMONSTRTE TT TE ROUT N E PLE WITOUT VOIS. TIS N E PROVEN Y ISMNTLIN OF TE MOK-UP FTER ROUT URIN. INEX OF SEETS 1 PREST ONRETE SUSTRUTURE NOTES 2 SINLE OLUMN ENT 3 MULTI-OLUMN ENT 4 WLL PIER 5 OLUMN ETILS 6 TYPIL PIER ONNETION ETILS 7 FOOTIN ETILS 8 INTERL UENT ETILS 9 NTILEVER UENT ETILS MISELLNEOUS UENT ETILS 11 PIER ELEMENTS TOLERNES 12 UENT N WLL ELEMENT TOLERNES SUESTE UIE ETILS PREST SUSTRUTURES ESRIPTION TE PI PREST ONRETE SUSTRUTURE NOTES ISSUE TE: SU-1 PREST/PRESTRESSE ONRETE INSTITUTE NORTEST ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other

2 SLOPE 1% WY FROM > PIER TO FE OF PIER PREST ENT P ROUTE SPLIE OUPLER SIM TO REQUIRE ELEVTION. SET P IN ROUT E PREST ENT P SEISMI ST-IN-PLE KEEPER LOK LOTION N QUNTITY PER ESIN LEVEL TOP OF OLUMN TOP OF EM SET TOP OF ENT P EVEL MY E OMITTE PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST ROUT TUES PREST OLUMN SIM TO REQUIRE ELEVTION SET OLUMN IN ROUT E ROUTE SPLIE OUPLER PREST SINLE OLUMN ENT SIE VIEW PREST PRTIL FOOTIN PREST PRTIL FOOTIN ST-IN-PLE FOOTIN EXTENSION IF REQUIRE Y ESIN SEE NOTES 4 & 8 PREST OLUMN ROUT TUES PREST SINLE OLUMN ENT ELEVTION NOTE: PIER P TOP N E MOIFIE TO STTE STNRS. ROUTE SPLIE OUPLER OLUMN MY E REESSE IN FOOTIN SEE LTERNTE ETILS, SEET 5 TOP OF FOOTIN FOR SER KEY IMENSIONS SEE SEET SEE NOTE 4 SUESTE UIE ETILS PREST SUSTRUTURES SINLE OLUMN ENT ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other SU-2 ISSUE TE: SEE ETIL, SEET 6 NOTES 1. ERETION TOLERNE ON ELEVTION ". 2. ERETION TOLERNE ON EM SET ELEVTION ". MY E SET I N ROUN TO SPEIFIE ELEVTION. 3. OLUMN SER REINFOREMENT NOT SOWN FOR LRITY. 4. ETIL R EXTENSIONS TO TE LIMITS OF TE FOOTIN IF POSSILE. IF TOTL WIT OF FOOTIN N R EXTENSIONS EXEES SIPPIN LIMITS, TEN ETIL S LP SPLIES IN REINFORIN OR MENIL R SPLIERS (IF REQUIRE). ESRIPTION 5. LEVEL PIER P IS PREFERRE TO REUE FRITION OSTS. SLOPE PS RE PERMITTE S SOWN IN TE SEMTI ETIL. 6. SEISMI KEEPER LOK MY E PLE ETWEEN OTER EMS IF REINFORIN ONFLITS RISE. SEMTI SLOPE PIER P ETIL 7. FOOTIN TO E SET TO TOLERNE OF " IN 4 FEET. 8. USE ST IN PLE EXTENSIONS TO KEEP SIZE N WEIT OF FOOTIN WITIN REOMMENE MXIMUM SIZE LIMITS. TE

3 SLOPE 1% WY FROM > OF PIER TO FE OF PIER P EM SET PREST ENT P ROUTE SPLIE OUPLER SIM TO REQUIRE ELEVTION. SET P IN ROUT E PREST ENT P WORKIN LINE ERETION TOLERNE " ERETION TOLERNE " ST-IN-PLE SEISMI SER LOK. LOTION N QUNTITY PER ESIN TOP OF EM SET TOP OF ENT P EVEL MY E OMITTE PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST ROUT TUES PREST OLUMN PREST TRIPLE OLUMN ENT SIE VIEW SIM TO REQUIRE ELEVTION SET OLUMN IN ROUT E ROUTE SPLIE OUPLER OLUMN MY E REESSE IN FOOTIN SEE LTERNTE ETILS, SEET 5 PREST FOOTIN ROUT TUES IP LOSURE POUR IF REQUIRE ROUTE SPLIE OUPLER WORKIN LINE PREST OLUMN SETTIN TOLERNE " SETTIN TOLERNE " SEE NOTE 4 MULTI-OLUMN ENT SU-3 NOTES 1. ERETION TOLERNE ON ELEVTION ". 2. ERETION TOLERNE ON EM SET ELEVTION ". MY E SET I N ROUN TO SPEIFIE ELEVTION. 3. OLUMN SER REINFOREMENT NOT SOWN FOR LRITY. 4. FOOTINS MY E ME ONTINUOUS Y EXTENIN REINFOREMENT N STIN LOSURE POUR, SIMILR TO ETILS ON SEET SEISMI KEEPER LOK MY E PLE ETWEEN OTER EMS IF REINFORIN ONFLITS RISE. 6. FOOTIN TO E SET TO TOLERNE OF " IN 4 FEET. 7. USE ST IN PLE EXTENSIONS TO KEEP SIZE N WEIT OF FOOTIN WITIN TE REOMMENE MXIMUM SIZE LIMITS N TO ONNET INIVIUL FOOTINS TO FORM OMMON FOOTIN. ESRIPTION 8. LEVEL PIER P IS PREFERRE TO REUE FRITION OSTS. SLOPE PS RE PERMITTE. SEE ETILS ON SEET 6. TE PREST TRIPLE OLUMN ENT ELEVTION IP LOSURE POUR IF REQUIRE PREST FOOTIN TOP OF OLUMN TOP OF FOOTIN SUESTE UIE ETILS PREST SUSTRUTURES ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: SEMTI PIER ENT ETILS

4 ONRETE PORT LEVEL PREST WLL P > P ELEMENT WORKIN LINE ERETION TOLERNE " ST-IN-PLE SEISMI KEEPER LOK. LOTION N QUNTITY PER ESIN OPTIONL PIER P OINT. SIMILR TO WLL PNEL OINT ERETION TOLERNE " TOP OF WLL PNEL 3-0" MIN. OFFSET > P ELEMENT TOP OF PIER P TOP OF EM SET FILL MP VOI WIT ONRETE FTER P INSTLLTION SLOPE 1% WY FROM > PIER TO FE OF PIER PREST WLL P OWEL RS EXTENIN FROM WLL ELEMENT INTO P ELEMENT SIM TO REQUIRE ELEVTION. SET P IN ROUT E PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST ORRUTE METL PIPE VOI PREST WLL PIER ELEMENT OPTION 1: IP LOSURE POURS IN FOOTIN ROUTE SER KEY WORKIN LINE ST-IN-PLE LOSURE POUR ST-IN-PLE FOOTIN LOSURE POUR WORKIN LINE WLL PIER ELEVTION WORKIN LINE ROUTE FOOTIN KEY NOTE: ROUTE SPLIE OUPLERS N WLL REINFORIN NOT SOWN. WLL PNEL FOOTIN SETTIN TOLERNE + " (TYP) SETTIN TOLERNE + " (TYP) 3-0" MIN. OPTION 2: ROUTE FOOTIN KEYS > FOOTIN ELEMENT ROUTE FOOTIN KEY TOP OF FOOTIN NOTES 1. ERETION TOLERNE ON ELEVTION " MESURE T TE ENTERLINE OF TE WLL PNEL. 2. ERETION TOLERNE ON EM SET ELEVTION ". MY E SET I N ROUN TO SPEIFIE ELEVTION. WLL PIER SU-4 3. P N WLL SER REINFOREMENT NOT SOWN FOR LRITY. 4. SEISMI KEEPER LOK MY E PLE ETWEEN OTER EMS IF REINFORIN ONFLITS RISE. 5. FOOTIN TO E SET TO N ELEVTION TOLERNE OF ". 6. TE MP VOIS SERVE TWO PURPOSES: -TEY REUE TE SIPPIN N NLIN WEIT OF TE PNEL. -TEY PROVIE FOR SIMPLE ONNETION FOR TE PIER P ELEMENT. 7. TE OWELS ETWEEN TE PIER P N TE WLL PNEL SLL E ESINE TO RESIST LL NTIIPTE FORES. 8. FOOTINS N E ETILE WIT EITER ROUTE KEYS OR LOSURE POURS. IF LOSURE POURS RE USE, TE PREST FOOTIN SOUL E ESINE TO SUPPORT TE E LO OF TE ENTIRE STRUTURE. TE ENTIRE FOOTIN SOUL E ESINE TO SUPPORT LL LOS. ESRIPTION 9. LOTION OF ROUTE SPLIE OUPLER TO E ORIN TO TOLERNES NOTE ON SEET 11. TOLERNE FOR LL OUPLERS IN FOOTINS SLL E SE ON OMMON WORKIN LINE. TE FILL MP VOI WIT ONRETE FTER WLL PNEL INSTLLTION TYPIL PREST WLL PIER SETION PREST WLL PIER SIM TO REQUIRE ELEVTION SET OLUMN IN ROUT E WLL STEM MY E REESSE IN FOOTIN SEE LTERNTE ETILS, SEET 5 PREST FOOTIN SUESTE UIE ETILS PREST SUSTRUTURES ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: ORRUTE METL PIPE VOI FOOTIN OWEL TOLERNE (SEE NOTE 9) > WLL PNEL ELEMENT SEE NOTE 9 E FOOTIN LOSURE POUR ROUTE SPLIE OUPLER WLL PIER PLN ROUTE FOOTIN KEY

5 LWYS PLE FIRST ROUTE SPLIE OUPLER ON OLUMN XIS LINE OLUMN XIS OLUMN I. 6" INREMENTS RE PREFERRE TYPIL OTONL OLUMN SETION OLUMN XIS 6" INREMENTS RE PREFERRE (TYP) PREVENT ERIS N WTER FROM ENTERIN SLEEVE PRIOR TO ROUTIN (TYP) TYPIL RETNULR OLUMN SETION PREST OLUMN PLSTI SIM FOR RE PREST FOOTIN ROUTE SPLIE OUPLER OLUMN WIT SER REINFOREMENT > FOOTIN & > ENT P SER REINFOREMENT S PER STO SPEIFITIONS > FOOTIN & > ENT P TYPIL VERTIL REINFOREMENT PRE-E SET WIT NON-SRINK ROUT WIT TIKNESS SLITLY MORE TN SIM STK OPTIONL PREST OLUMN TO FOOTIN ONNETION LRER OF 6db OR 3" PREST OLUMN SER REINFOREMENT SPIRL REINFOREMENT TERMINTION PER STO LRF RIE ESIN SPEIFITIONS NOTE: OLUMN VERTIL REINFOREMENT NOT SOWN FOR LRITY. PREST OLUMN PLE ONE EXTR TURN T OTTOM OF OLUMN NOTE: OLUMN VERTIL REINFOREMENT NOT SOWN FOR LRITY. SER REINFOREMENT PLE ONE EXTR TURN T OTTOM OF OLUMN SER REINFOREMENT TERMINTE R WIT 90^ OOK N EXTEN R ROSS ENTIRE OLUMN SER REINFOREMENT SPIRL REINFOREMENT TERMINTION PER STO SEISMI UIE SPEIFITIONS NON-SRINK ROUT E ROUTE SPLIE OUPLER PREST OLUMN PLSTI SIM FOR RE ONTROL PREST FOOTIN 3" 9" MIN. OPTIONL REESSE FOOTIN - PREFERRE PRE-E SET WIT NON-SRINK ROUT WIT TIKNESS SLITLY MORE TN SIM STK OLUMN NOTES 1. OTONL ROSS SETIONS RE PREFERRE UE TO ESE OF FRITION. OTER SETIONS RE LLOWE. 2. SER REINFOREMENT USE FOR TRNSVERSE OLUMN ONFINEMENT REINFOREMENT ONSISTS OF SPIRLS OR OOPS. 3. IT IS REOMMENE TO PLE TE FIRST ROUTE SPLIE OUPLER ON TE OLUMN XIS LINE TO FILITTE ESE OF ONSTRUTION. 4. SOME ROUTE SPLIE OUPLER MNUFTURERS LLOW TE USE OF FILL WIT NON-SRINK ROUT FTER ROUTIN OUPLERS NON-SRINK ROUT E OVERSIZE OUPLERS IN ORER TO INRESE TE SETTIN TOLERNES FOR ELEMENTS. TIS SOUL ONLY E LLOWE IF SUPPORTE Y TEST T. ROUTE SPLIE OUPLER IMENSIONS R SIZE OUTSIE IMETER (IN.) LENT OF OUPLER (IN.) USE TIS TLE FOR ETILIN OF ELEMENT REINFOREMENT INLUIN SPIN, OVER, N EMEMENT LENTS. IN MOST SES, TESE IMENSIONS WILL WORK FOR OVERSIZE OUPLERS. IF TE FRITOR ELETS TO OVERSIZE OUPLER, TESE REQUIREMENTS SLL E EKE URIN TE EVELOPMENT OF SOP RWINS. SOURES: MTERIL SPEIFITIONS FROM TE TREE MOST OMMON SUPPLIERS (NM SPLIE SLEEVE, LENTON-ERIO, YTON SUPERIOR) ROUTE SPLIE OUPLER ONNETION SEQUENE 1. IT IS REOMMENE TT TE ROUTIN PROEURE E OMPLETE IN TE PRESENE OF ONTRTOR S SUPERVISOR TT IS EXPERIENE IN TE INSTLLTION OF ROUTE SLEEVES. MNUFTURER TRININ MY E REQUIRE FOR INEXPERIENE STFF. 2. FOLLOW TE WRITTEN INSTLLTION PROEURES OF TE OUPLER MNUFTURER. TE FOLLOWIN RE ENERL PROEURES TT PPLY TO MOST OUPLER MNUFTURERS. 3. IT IS REOMMENE TT TE ELEMENT WIT TE REINFOREMENT R EXTENSIONS E FRITE WIT EXTENE LENTS. 4. SURVEY LOTION N ELEVTION OF LOWER ELEMENT. 5. ETERMINE TE REQUIRE REINFORIN R EXTENSION LENTS N TE REQUIRE SIM EITS SE ON TE SURVEY. 6. UT TE R EXTENSIONS TO TE REQUIRE LENT SE ON TE SURVEY N TE OUPLER MNUFTURER S REOMMENTIONS. FOR OTE RS, TE ENS OF TE RS NEE NOT E RE-OTE. 7. PLE EIN ROUT ON TOP OF LOWER ELEMENT. TE USE OF EXTR ROUT TT IS LLOWE TO FLOW OUT URIN ELEMENT PLEMENT IS REOMMENE. IN LIEU OF PRE-PLEMENT OF EIN ROUT, TE EIN ROUT N E FLOWE INTO PLE FTER ELEMENT ERETION UT PRIOR TO ROUTIN OF OUPLERS. 8. ERET UPPER ELEMENT TO WITIN TE SPEIFIE ERETION TOLERNES. PREVENT EIN ROUT FROM FLOWIN INTO OUPLER. 9. MINTIN INTERITY OF ROUT E URIN SETTIN OPERTION. REPIR ROUT TT IS ISPLE OR PS TT EVELOP IN TE ROUT OINT USIN N TOOLS.. RE TE UPPER ELEMENT. 11. INSTLL ROUT IN OUPLERS FOLLOWIN TE MNUFTURER S WRITTEN PROEURES. IF TE OUPLER IS ELOW TE OINT, TE OUPLER ROUT N E INSTLLE PRIOR TO PPLITION OF EIN ROUT. 12. ERETION OF SUSEQUENT ELEMENTS OVE ONNETION SOUL NOT OMMENE UNTIL TE ONNETION S IEVE EQUTE STRENT S ETERMINE TROU STRENT TESTIN OF TE ROUT. TE TIMIN OF SUSEQUENT ONSTRUTION STEPS SOUL E SPEIFIE IN TE RIE SSEMLY PLN. SUESTE UIE ETILS PREST SUSTRUTURES ESRIPTION TE PI OLUMN ETILS ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: SU-5 PREST/PRESTRESSE ONRETE INSTITUTE NORTEST NOTE: TE ROUTE SPLIE OUPLERS MY E INSTLLE IN TE PREST OLUMN, RTER TN TE FOOTIN. NOTE: OLUMN SOWN, WLL PNEL SIMILR.

6 SPLIE R WIT OOK OLUMN ELOW PLSTI SIMS FOR RE ONTROL (1 " ") TYPIL SER REINFOREMENT MINIMUM ENT P WIT = OLUMN WIT + 6" STER OOKS TO VOI ONFLITS SPLIE R WIT OOK ROUTE SPLIE OUPLER TYPIL SER REINFOREMENT ENT P EPT TYPIL OOKE VERTIL REINFOREMENT ONRETE FILL PORT VENT TUE P EPT PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST STER OOKS TO VOI ONFLITS SPLIE R WIT OOK ROUTE SPLIE OUPLER PRE-E SET WIT NON-SRINK ROUT WIT TIKNESS " TIKER TN SIM STK ENT P PLN ROUTE SPLIE OUPLER ENT P ELEVTION TYPIL SER REINFOREMENT PLSTI SIMS FOR RE 6 TYPIL VERTIL REINFOREMENT TYPIL SER REINFOREMENT P REINFORIN NOT SOWN FOR LRITY ENT P EPT STER OOKS TO VOI ONFLITS SPLIE R WIT OOK ROUTE SPLIE OUPLER 1" MIN. REESS TYPIL VERTIL REINFOREMENT TYPIL SER REINFOREMENT OLUMN TO SLOPE ENT P ONNETION FTER ONNETION TYPIL SER REINFOREMENT SPLIE R WIT OOK ENT P EPT PRE-E SET WIT NON-SRINK ROUT ROUT TUES TYPIL PIER ONNETION ETILS SU-6 NOTES 1. UST SIM STK EIT TO ONTROL ERETION ELEVTIONS. 2. EN OWEL RS LONER TN REQUIRE N UT TO PROPER EIT FTER INSTLLTION OF LOWER ELEMENT. 3. OLUMN TO OLUMN SPLIE SOWN. TIS ETIL MY E USE ESRIPTION NOTES: 1. TIS ETIL N E USE FOR OLUMN-TO-OLUMN SPLIE LSO. FOR TLL OLUMNS. OLUMN TO FOOTIN ETILS SIMILR. 4. SER REINFOREMENT TO E SPIRLS OR OOPS WIT RESISTNE UTT WELS. 5. SEE SEET 5 FOR ROUTE SPLIE OUPLER ONNETION SEQUENE. TE ORRUTE METL PIPE VOI WLL TO P ONNETION NOTE: WLL N P REINFROIN NOT SOWN FOR LRITY P STIRRUP SOWN WIT TWO LES OF REINFORIN. ETIL ITIONL LES IF REQUIRE Y ESIN. ETIL ORIN TO STO LRF REQUIREMENTS. TYPIL SER REINFOREMENT ENT P EPT ROUTE SPLIE OUPLER PIER WLL SUESTE UIE ETILS PREST SUSTRUTURES ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: TYPIL VERTIL REINFOREMENT SETION ENT P SETION OLUMN ELEVTION TYPIL SER REINFOREMENT OLUMN TO ENT P ONNETION PRIOR TO ONNETION OLUMN TO ENT P ONNETION FTER ONNETION

7 LEVELIN OLT FLOWLE FILL PORT ROUTE SPLIE OUPLER IN OLUMN PREST OLUMN OVE ST IN PLE FOOTIN EXTENSION SEE NOTE 3 ST IN PLE FOOTIN EXTENSION TRNSVERSE REINFORIN PLE IN TE FIEL SEE PREST FOOTIN NOTE 2 3" 12" SEE NOTE 4 FLOWLE FILL 0 2"x2" MFER PRTIL PREST SPRE FOOTIN PORT FOR FLOWLE FILL (IF REQUIRE) /3 /3 /3 PERPENIULR TO SER FRITION RER FLOWLE FILL PORT FLOWLE FILL 12" MIN. 0 FORM TOP 6" WIT REMOVLE FORM TO ELIMINTE EXPOSE STEEL ON TE TOP OF TE FOOTIN FILL VOI WIT ONRETE T E PILE LEVELIN OLT SEE NOTE 4 PREST SPRE FOOTIN FORM VOI WIT ORRUTE METL PIPE. SIZE OF PIPE SOUL E SE ON SPEIFIE PILE RIVIN TOLERNES SEE TOLERNE NOTES, SEET 1. LEVELIN EVIE 12" 3" 12" MIN. PERPENIULR TO SER FRITION RER PREST FOOTIN NOTES 1. ONTRTOR TO ETERMINE SIZE N SPIN OF PORTS SE ON MIX ESIN N FOOTIN SIZE. 2. ERETION TOLERNE ON ELEVTION ". TIS SOUL E SPEIFIE N ETILE ON TE ONTRTOR S SSEMLY PLN. 3. ETIL R EXTENSIONS TO TE LIMITS OF TE FOOTIN IF POSSILE. IF TOTL WIT OF FOOTIN N R EXTENSIONS EXEES SIPPIN LIMITS, TEN ETIL S LP SPLIES IN REINFORIN OR MENIL R SPLIERS. 4. PROVIE 3" LER OVER FOR OTTOM MTS OF REINFORIN. 5. TE ESINER SOUL ETIL LL PERTINENT FOOTIN REINFORIN N RESOLVE POTENTIL ONFLITS WIT PILE VOIS. 6. USE ST-IN-PLE EXTENSIONS TO KEEP SIZE N WEIT OF PREST FOOTIN WITIN TE REOMMENE MXIMUM SIZE LIMITS. 7. PRTIL PREST FOOTINS MY E USE WIT PILES OR RILLE SFTS. 8. PRTIL PREST FOOTINS MY E USE TO ONNET ENT FOOTINS TO RETE ONTINUOUS FOOTIN. 9. IN ENERL, PILE SOUL NOT E PLE IRETLY ELOW TE OLUMNS OVE UNLESS LL REINFORIN ONFLITS N E RESOLVE.. IN MOST SES FLOWLE FILL WILL E EPTLE FOR SETIN SPRE FOOTINS. NON-SRINK ROUT SOUL ONLY E USE WERE FOOTIN PRESSURES RE EXESSIVE OR WERE FST SET TIMES RE REQUIRE. ROUT LOKOUT FTER REMOVL OF OLT LOKOUT LEVELIN OLT PV PIPE SLEEVE 3" LON 3" MIN. SURE 6" MX. LEVELIN OLT NOTES 1. LTERNTE LEVELIN EVIES MY E SUSTITUTE Y TE ONTRTOR WIT TE PPROVL FROM TE ENINEER. 2-0" MIN. EE ISTNE 2. STEEL PLTES RE S 36, OLTS RE S 325. STEEL PLTES TO E LVNIZE ORIN TO S 123, N OLTS TO E LVNIZE ORIN TO S REINFOREMENT RS RE WELLE S RESE OR OIL NUT & OLT TRES TO FILITTE LEVELIN N REMOVL. 5. OLT MY E REMOVE FTER TE FLOWLE FILL S SET. ST-IN-PLE FOOTIN FOOTIN INSTLLTION ETIL REINFORIN STEEL WELE TO PLTE STEEL PLTE W/ OLE FOR OLT ENTERE ON PLTE EVY EX NUT WELE TO PLTE PLE FLOWLE FILL FOR SPRE FOOTINS STEEL ERIN PLTE ENTER OLT ON PLTE PREST OLUMN OR WLL ELEMENT TEMPORRY SUPPORT EVIE (STEEL MEMER ST INTO OLUMN OR WLL) PROETIN REINFORIN (OOKE OR EE RS) STEEL SIMS SOIL ERIN PLTE SUESTE UIE ETILS PREST SUSTRUTURES PI FOOTIN ETILS ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: SU-7 PREST/PRESTRESSE ONRETE INSTITUTE NORTEST 12" MIN. PERPENIULR TO SER FRITION RER PREST FOOTIN ON PILES NON-UPLIFT STEEL -PILE OR ONRETE PILE OTTOM MT REINFORIN MY E PLE ELOW TOP OF PILE REFER TO STTE STNRS FOR ST-IN-PLE PILE FOOTINS PREST FOOTIN ON TTERE PILE OTTOM MT REINFORIN MY E PLE ELOW TE TOP OF PILE. REFER TO STTE STNRS FOR ST-IN-PLE PILE FOOTINS ST-IN-PLE FOOTINS NOTE: PILE FOOTIN SOWN, SPRE FOOTIN SIMILR USE TIS OPTION FOR FOOTINS WIT LOSELY SPE PILES STEEL -PILE OR ONRETE PILE ONSTRUTION NOTES: 1. PREPRE SU-RE N INSTLL PILES (IF PILE SUPORTE). 2. SET SOIL ERIN PLTE. ESRIPTION 3. SET PREST OLUMN OR WLL ELEMENT. SIM S REQUIRE TO MEET NOTE: FLOWLE FILL ETWEEN PILES IS NOT NEESSRILY REQUIRE SINE SETTLEMENT OF SU-SOIL IS POSSILE. IF FLOWLE FILL IS USE, IT SOUL E PLE FTER PLEMENT OF PILE POKET ONRETE. TE REQUIRE RE. 4. RE OLUMN OR WLL TO PREVENT OVERTURNIN. 5. INSTLL FOOTIN REINFORIN. RS MY E PLE PRIOR TO SETTIN OLUMN OR WLL IF EQUTE LERNES RE PROVIE. EE OLUMN/WLL RS MY E PREFERRE FOR TIS OPTION. TE 6. ST N URE FOOTIN. 7. REMOVE RIN.

8 INTERL WINWLL OPTION 1 PREST INTERL WLL UNIT PREST INTERL KWLL > EM STEM ORRUTE METL PIPE VOI STEEL OR ONRETE PILE ORRUTE METL PIPE VOI PREST UENT STEM NEXT EMS STEEL PIPE PILE PREST INTERL KWLL PREST UENT STEM NEXT EMS INTERL UENT PLN INTERL UENT NOTES: F INTERL UENT ELEVTION 8 STEM OINT PREST UENT STEM NET EMS PREST UENT STEM NET EMS TOP OF KWLL WLL SEMENT N E ST INTERLLY WIT UENT STEM IF SIPPIN N NLIN REQUIREMENTS PERMIT PREST INTERL UENT STEM PEESTL INTERL WINWLL OPTION 2 > RILLE SFT RE SETION : INTERL UENT ST-IN-PLE ONRETE INTERL IPRM PREST KWLL SEE NOTE 3 ROUTE SPLIE OUPLER SEE NOTE 6 TEMPORRY ERETION PEESTL FILL VOI WIT ONRETE PREST UENT STEM ORRUTE METL PIPE VOI PILE OR RILLE SFT NOTES: 1. TIS ETIL IS SE ON ETILS FROM SEVERL STTES. 2. LL UENT REINFOREMENT NOT SOWN FOR LRITY. 3. KWLL MY E PREST INTERLLY WIT TE UENT IRER P. FORM TOP 6" WIT REMOVLE FORM TO ELIMINTE EXPOSE STEEL ON TE TOP OF TE ELEMENT 4. MENIL R SPLIERS MY E USE FOR RS EXTENIN INTO LOSURE POUR. 5. TE SIZE OF TE ORRUTE PIPE VOI SLL E SE ON TE SPEIFIE PILE RIVIN TOLERNES. 6. OUPLERS TO E USE WIT PREST KWLLS ONLY. EK PPRO SL KWLL INTERL WIT EM ENS USIN ST-IN-PLE ONRETE REINFORIN EXTENE INTO KWLL POUR INTERL UENT ETILS ISSUE TE: SU-8 PREST/PRESTRESSE ONRETE INSTITUTE NORTEST 1. UENT IPRMS NOT SOWN FOR LRITY. 2. IFFERENT FOUNTIONS RE SOWN TO EPIT IFFERENT ESINS. O NOT OMINE IFFERENT FOUNTIONS ON NY ONE SUSTRUTURE ELEMENT UNLESS REQUIRE Y ESIN. 3. LRER VOIS MY E USE WIT PIPE PILES TO REUE WEIT. 4. PILE NOT REQUIRE UNER E EM. 5. USE TWO PILES PER UENT P ELEMENT. IF TIS IS NOT POSSILE, ONSIER LOSURE POUR MOMENT ONNETION ETWEEN SINLE PILE P ELEMENT N ENT MULTI PILE P ELEMENT. PER P ELEMENT. 6. ESIN REINFORIN IN STEMS SSUMIN PINNE OINT T TE VERTIL SER KEYS. VERTIL RS SOUL E USE S TE MIN REINFOREMENT ESRIPTION N SOUL E ESINE TO RESIST TE SOIL PRESSURES EIN TE UENT STEM SSUMIN FIXITY T TE SUPERSTRUTURE ONNETION. 7. TRNSVERSE POST TENSIONIN MY E USE IN LIEU OF TE VERTIL SER KEYS. MT STIN OF STEM ELEMENTS SOUL E USE FOR TIS OPTION. TE SUESTE UIE ETILS PREST SUSTRUTURES PI ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other FOM FILLER RE FILL VOI WIT ONRETE PREST UENT STEM ORRUTE METL PIPE VOI PILE OR RILLE SFT SETION : SEMI-INTERL UENT NOTE: KWLL N E PREST INTERLLY WIT TE EM USIN SEONRY POUR. SPEIL ETILIN OF OINTS ETWEEN KWLLS WILL E REQUIRE.

9 I PREST INTERL KWLL ORRUTE METL PIPE VOI STEEL PIPE PILE STEM OINT PREST FOOTIN ELOW INEPENENT PREST WINWLL UNIT. SEE ETILS, SEET 13. PREST KWLL ROUTE SPLIE OUPLER FORM TOP 6" WIT REMOVLE FORM TO ELIMINTE EXPOSE STEEL ON TE TOP OF TE ELEMENT R EYON VOI PREST WLL P OWEL RS EXTENIN FROM WLL ELEMENT INTO P ELEMENT PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST ORRUTE METL PIPE ONRETE PORT PREST UENT STEM PREST WLL P NEXT EMS PREST UENT STEM NET EMS NTILEVER UENT PLN 9 PREST FOOTIN TOP OF KWLL > OINT PREST WLL P 3-0" MIN. FOOTIN OINT FILL REMININ VOI FTER P INSTLLTION FILL VOI TO TIS LEVEL FTER STEM INSTLLTION ORRUTE METL PIPE VOI SETTIN SIMS SETION : NTILEVER UENT WIT PRESTRESSE ONRETE IRER PROVIE EQUTE SPE ETWEEN REINFORIN N MP FOR PLEMENT OF ONRETE (IN ELEMENT N URIN FILLIN OF VOI) PLE STEM IN ROUT E NTILEVER UENT ETILS SU-9 ESRIPTION TE OPTIONL FOOTIN REESS SEE LTERNTE ETILS, SEET 5 OUPLER ROUT PORTS MY E PIPE TO RER FE OF WLL IF REQUIRE FOR ESTETIS PROVIE P TO FILITTE INSTLLTION OF SLEEVE ROUT. FILL P WIT ROUT FTER INSTLLTION OF WLL STEM NOTES: 1. KWLL MY E PREST INTERLLY WIT TE UENT P. 2. SEE SEET 5 FOR ROUTE SPLIE OUPLER ONNETION SEQUENE. SUESTE UIE ETILS PREST SUSTRUTURES ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: PREST UENT STEM NEXT EMS PREST UENT STEM NET EMS OPTION 1: IP LOSURE POURS IN FOOTIN OPTION 2: ROUTE FOOTIN KEYS NTILEVER UENT ELEVTION NOTES: 1. UENT IPRMS NOT SOWN FOR LRITY. 2. IFFERENT FOUNTIONS RE SOWN TO EPIT IFFERENT ESINS. O NOT OMINE IFFERENT FOUNTIONS ON NY ONE SUSTRUTURE ELEMENT UNLESS REQUIRE Y ESIN. 3. LRER VOIS MY E USE WIT PIPE PILES TO REUE WEIT. 4. WLL PNELS ONNETE TO FOOTIN USIN ROUTE SPLIE OUPLERS. 5. FOOTIN LYOUT N ETILIN SIMILR TO WLL PIER. SEE SEET 4.

10 > R. UT. RER FE KWLL /3 /3 /3 FILL KEY WIT ONRETE TOP OF FOOTIN FILL KEY WIT ONRETE RER FE FILL KEY WIT NON-SRINK ROUT /3 /3 /3 NEOPRENE SEET SEL ONE TO RER FE OF WLL 2" (SEE NOTE 3) 2" 2" 2" /2 FRONT FE SETION : UENT STEM SER KEY 2" / " (SEE NOTE 3) 1" 2" SETION E: FOOTIN SER KEY FILL MP VOIS WIT ONRETE FTER INSTLLTION OF STEM NEOPRENE SEET SEL ONE TO RER FE OF WLL OTTOM OF FOOTIN PREST KWLL 1 1 2" (SEE NOTE 3) SETION F: UENT KWLL OINTS STEM REINFORIN FRONT FE OF WLL ELEMENT OINT NOTES 1. NOT LL ELEMENT REINFORIN SOWN. ELEMENT REINFOREMENT SOWN IS NOT TYPIL. TE ENINEER SOUL ETERMINE TE TUL REINFOREMENT REQUIRE TO STISFY TE ESIN REQUIREMENTS. 2. ONTRTOR TO ESIN FORM TO RETIN KEY ONRETE ON OT FES OF TE ELEMENT. 1-6" MIN. 2" SEE NOTE 3 /3 /3 /3 > OINT 2" 3. TE WIT OF TE KEY WILL VRY SE ON ELEMENT N ERETION TOLERNES. ONTRTOR TO FORM OINT TO SUPPORT WET ONRETE SETION : TYPIL NTILEVER UENT STEM SER KEY PREST INTERL WINWLL UNIT 2" ROUTE SPLIE OUPLER (TYP) SEL OINT WIT NEOPRENE SEET SEL ONE TO RER FE OF WLL PREST UENT STEM UENT STEM = FORM TOP 6" WIT REMOVLE FORM TO ELIMINTE EXPOSE STEEL ON TE TOP OF TE ELEMENT POKET FOR SOIL/ROK NOR PREST WINWLL STEM PREST FOOTIN SETION I: PREST WINWLL ROUTE SPLIE OUPLER SIM TO RE OPTIONL FOOTIN REESS SEE LTERNTE ETILS, SEET 5 PORT LEVELIN OLT PLE ONTROLLE ENSITY FILL UNER FOOTIN PROVIE P TO FILITTE INSTLLTION OF SLEEVE ROUT. FILL P WIT ROUT FTER INSTLLTION OF WLL STEM. NOTES: 1. PPRO SL NOT SOWN. 2. SEE SEET 5 FOR ROUTE SPLIE OUPLER ONNETION SEQUENE. MISELLNEOUS UENT ETILS ISSUE TE: SU- PREST/PRESTRESSE ONRETE INSTITUTE NORTEST ESRIPTION TE SOIL OR ROK NOR IF REQUIRE Y ESIN SUESTE UIE ETILS PREST SUSTRUTURES PI ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other SEL OINT WIT NEOPRENE SEET SEL ONE TO RER FE OF WLL ONTRTOR TO FORM OINT TO SUPPORT WET ROUT FILL KEY WIT NON-SRINK ROUT RER FE LEVELIN SIMS RE FILL VOI WIT ONRETE PREST WLL STEM ORRUTE METL PIPE VOI 1" /3 /3 /3 KWLL WIT OPTIONL TEMPORRY ERETION NLE SET ON K OF WLL. REMOVE FTER ROUTIN OUPLERS PREST INTERL WINWLL ELEVTION NOTES: 1. TIS ETIL IS SEMTI. IMENSIONS N ETILS WILL VRY SE ON TE UENT ETILS. 2. LL REINFOREMENT NOT SOWN. 3. SEE SEET 5 FOR ROUTE SPLIE OUPLER ONNETION SEQUENE. SOLIER PILE WLL SETION PILE OR RILLE SFT FRONT FE " X " MFER SETION : NTILEVER UENT KWLL KEY

11 OLUMN REINFORIN PREST OLUMN ROUTE SPLIE OUPLER PREST FOOTIN OWELS ROUTE SPLIE OUPLER ETILS ROUT SUPPLIE Y OUPLER MNUFTURER NON-SRINK ROUT PLSTI SIM PK WORKIN LINE OMMON FOR LL LONITUINL MESUREMENTS WORKIN LINE OMMON FOR LL TRNSVERSE MESUREMENTS E F PLN ROUTE SPLIE OUPLER (TYP) I ROUTE SPLIE OUPLER (TYP) PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST F NOTES: 1. USE MTIN TEMPLTES N IS FOR TE LOTION OF REINFOREMENT K L N ROUTE SPLIE OUPLER PLEMENT WITIN TE ELEMENTS TO ONTROL RITIL IMENSION "". 2. ONSULT MNUFTURER OF TE ROUTE SPLIE OUPLER FOR PROPER IMENSIONS "" N "" N FOR TOLERNE ON TESE IMENSIONS. 3. EFORE EXEUTIN ROUTE SPLIE OUPLER SSEMLIES, LWYS SEEK INSTLLTION REOMMENTIONS FROM TE MNUFTURER OF TE ROUTE SPLIE OUPLER USE. SIM PK EIT OWEL EIT LOTION OF OLUMN REINFORIN, ROUTE SPLIE OUPLER, N FOOTIN OWELS MESURE FROM OMMON REFERENE POINT P ETWEEN OWELS N OLUMN REINFORIN ROUTE SPLIE OUPLER TOLERNES F LENT WIT (OVERLL) EPT (OVERLL) VRITION FROM SPEIFIE EN SQURENESS OR SKEW SWEEP, FOR MEMER LENT: LOTION OF ROUTE SPLIE OUPLER MESURE FROM OMMON REFERENE POINT LOL SMOOTNESS OF NY SURFE K L 1 " + " ONSULT MNUFTURER + 1 4" ONSULT MNUFTURER OLUMN FRITION TOLERNES OLUMN ERETION TOLERNES TOP ELEVTION FROM NOMINL TOP ELEVTION MXIMUM LOW MXIMUM I " MXIMUM PLUM VRITION OVER EIT OF OLUMN 1 2" PLUM IN NY FEET OF OLUMN EIT 14" SUESTE UIE ETILS PREST SUSTRUTURES PIER ELEMENT TOLERNES ESRIPTION SU-11 TE ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: " 1 4" S3 SETION E F I S3 LENT ELEVTION WIT (OVERLL) EPT (OVERLL) ENT P FRITION TOLERNES VRITION FROM SPEIFIE PLN EN SQURENESS OR SKEW VRITION FROM SPEIFIE ELEVTION EN SQURENESS OR SKEW SWEEP, FOR MEMER LENT (IF PRESTRESSE): UP TO 40 FEET 40 FEET TO 60 FEET OVER 60 FEET LOTION OF ROUTE SPLIE OUPLER MESURE FROM OMMON REFERENE POINT LOL SMOOTNESS OF NY SURFE VRITION FROM SPEIFIE MER (IF PRESTRESSE) STIRRUP PROETION FROM P SURFE + " ERETION ELEVTION TOLERNE + " + " PER FEET + " MXIMUM + ", - " ELEVTION ROUTE SPLIE OUPLER SETION

12 OLUMN REINFORIN PREST OLUMN ROUTE SPLIE OUPLER PREST FOOTIN OWELS NON-SRINK ROUT PLSTI SIM PK ROUTE SPLIE OUPLER ETILS ROUT SUPPLIE Y OUPLER MNUFTURER ENTERLINE OF VOI WORKIN LINE OMMON FOR LL TRNSVERSE MESUREMENTS WORKIN LINE OMMON FOR LL TRNSVERSE MESUREMENTS K E ROUTE SPLIE OUPLER I PLN I LOKOUT FOR PILE OR VOI PI PREST/PRESTRESSE ONRETE INSTITUTE NORTEST NOTES: 1. USE MTIN TEMPLTES N IS FOR TE LOTION OF REINFOREMENT N ROUTE SPLIE OUPLER PLEMENT WITIN TE ELEMENTS TO ONTROL RITIL IMENSION "". 2. ONSULT MNUFTURER OF TE ROUTE SPLIE OUPLER FOR PROPER IMENSIONS "" N "" N FOR TOLERNE ON TESE IMENSIONS. 3. EFORE EXEUTIN ROUTE SPLIE OUPLER SSEMLIES, LWYS SEEK INSTLLTION REOMMENTIONS FROM TE MNUFTURER OF TE ROUTE SPLIE OUPLER USE. SIM PK EIT OWEL EIT ROUTE SPLIE OUPLER TOLERNES LOTION OF OLUMN REINFORIN, ROUTE SPLIE OUPLER, N FOOTIN OWELS MESURE FROM OMMON REFERENE POINT P ETWEEN OWELS N OLUMN REINFORIN 1 " + " ONSULT MNUFTURER + " ONSULT MNUFTURER K SETION TE UENT N WLL ELEMENT TOLERNES SU-12 ESRIPTION NOTE: TESE TOLERNES PPLY TO TE FOLLOWIN ELEMENTS INTERL UENT STEMS NTILEVER UENT STEMS UENT KWLLS NTILEVER RETININ WLLS K L L WORKIN LINE OMMON FOR LL LONITUINL MESUREMENTS WLL PNEL ERETION TOLERNES TOP ELEVTION FROM NOMINL TOP ELEVTION MXIMUM LOW MXIMUM I MXIMUM PLUM VRITION OVER EIT OF PNEL PLUM IN NY FEET OF PNEL EIT ROUTE SPLIE OUPLER (TYP) 1 2" 1 4" 1 2" 1 4" E I LENT ELEVTION WIT (OVERLL) EPT (OVERLL) WLL PNEL FRITION TOLERNES VRITION FROM SPEIFIE PLN EN SQURENESS OR SKEW VRITION FROM SPEIFIE ELEVTION EN SQURENESS OR SKEW LOTION OF ROUTE SPLIE OUPLER MESURE FROM OMMON REFERENE POINT LOL SMOOTNESS OF NY SURFE LOTION OF LOKOUT FOR PILES OR VOIS SUESTE UIE ETILS PREST SUSTRUTURES ISLIMER: to be reliable. PI or its memberships shal not be responsible for any errors, omissions or damages arising out of this information. PI has published this work with the understanding that PI is supplying information only. PI is not rendering engineering or other ISSUE TE: