IT IS THE INTENT OF T"e PLAI\S TO ADEOJATELY DESCRIBe NW INDICATE A'EAS THAT REQUIRe RESTORATIOI1 WCRK 3.4SED ON A PR ORITIZED REPAIR PROGl4" THAT WILL DTEND Olii:R IAULTIPLE YEARS. lfl THE EIJE~T IT BECOIAES ~eCESS.'.RY TO ALTER THE PLAfiS FOR THE EEST lfiTEREST 0' THE cRUJlCI CUl IC ClkCUI/ciAfl~lS NUl niO\VII AI Hl 111/l Of SURVlY, 1/U,K QUAil lilieS MAv ol ~.CJJSTED Ill A:CORDAIICE WITH THE EIIGIIJ:ER AIIJ CWNER'S APPROV.AL.
CCIHRACTOR S RESPOIISIBLE FOR VERIFYI~G EXISTNG COIIDITIOfiS PRm TO COM"CI'CIIIG '1/0RK AIID SHAL_ RlcORI IN WRIIIIIG 10 IHl eNGIIIllR ALL JISCRlcMKilS WIIH RlSPlCI 10 DRAWII,GS & cPlCfi~A IIOfiS.
CCIHr,ACTOf' S fi[Sf'ONSIOLE r-or: TilE CESI~N AND CONSTf/UCTIOII or ALL or:ACING, SIIE:TI\I~. AND SHORI\IG AS 'ECUIRED rROVIDE TE~IrO,ARY SUr'ORT WHERE RerAIR '1/DRK \IILL DEGRADE THe lfiTEGRITY OF THF 'TRIIcTI.RF II'CI .lliNG c~NNFc-011' S+~RII'G ,r.'.ll RF r.FSIGNFO, FRFrAR'n, SIGI,FO, Al'n "FAI FO "y A 'FGISTFRFC PROFFSSOI,AI FlmfiFFR IN TH' SlATF OF CJNNFC-CIJT. riRFl RY THF CCIHRACTOR. ScORING ENCI'IeER SrA.LL F ELJ 'IER Fv .0,LL DI\IENSIOIIS, CCNNECTIOII TYPES, ETC. AS I1EEDeD TO DETERMifiE ;\L_ /1P"LICI&E LOADING i\IID _Oi\D "'.THS.
CCNTRACTOR Sr.0,LL IAEET 1\ITr OWNER, FACI.ITY OPERA.TOR, & ENGIIIEER PRIOR TO STAR-,G WORK TO REVIEW SHOR NG LOCATIOI1S, TRAFFIC FLOW, CONSTRUCTION PrA,SIIIG, E-C. PROVIDE TEMPORHY F:IKIIIG, cARRICAulS, SIGIIAGe, liC., AS RlJJIRW fOR llMPORARY IRA-fiC fLCW AIW 10 ASSLRl PLcLIC cArl I Y
CCIHRACTOR S REQLIREJ TO INSTALL A TEIAFORARY DLST ENCLOSURE .AT E.ACH ARE.A OF '1/DRK -D FRFV'IH /IICT .~ Of! OR MIG,.ATIOfl. FJ' R!On I1G PIIR"OCFS, ASSIIMF A COfiTIIjiiOIIS Fl ASTI\, SF AI AT IHl clR"Iell' Cf lACH '110" ARlA. ~.LL UUSI/Cl8RS fROIA IHl WCRK SH.'.LL 8l CLlAIIlO/RlMUVW FRIOR TO 'EIIO'iiiiG TEIIPO,I,RY ENCLOSnE. 'EP1\IR WORK TH,A,T CRE1\TES NOISE i>'IJ CDOR :FROIA FCWER TCCLS, VIBRA.TIJNS, rROJLICT IISTA_LATIOI,, J' CTHERWISE) SrA.LL BE rERFORIIED JURING I10RII A.l RI."IIFSS HOIPS.
6. CCIIDUCT A PReCCIISTRLCTION 1/EETIIIC PRICR TO COMMEfiC I\C WORK, HOLD FREINSTALLATIOI' MEcTIII~S
FRIOR TO e,'CH PHI1SE OF THe PROcECT, AND +JLD 'ECULI,R COORD ,,,.TIJN IIEETIIICS.
7. CCIITRACTOR Sr~.LL 110-Fv THE EIIGI'ICER J' Allv CCIIDITIOII WHICr IAAY C11CANGER THE S-A31LITY .ANC STRJCTURAL IIITEGRITY 0', CAJSE D STReSS TO, OR COIAFRCIAISE THE DURAB LITY 0' - "E STRUC' J,E_
~. CCI"RA~IOR Sr.0.LL Rl-lR IC lrl SPlCifiCA UI'S fOR l~fCRMAIIOI\ 110 CCIJl,lU 8Y IHe ORAWIII~S. I~ CASE Of CDNFLCT GE-WCEII DRAI/IIIGS AfiJ SPECFICATIOfiS, Til: lACS- s-"IIGEfiT f'[JJifx[M[\ITS SII.ALL GCVCR\J
0. THF RFSTORATIOI\ WCRK Sr~.11 RF GC'IF,NFO RY All APP ICAR F FFn'RAI, STATF, ANn I JCAI ~DcFS
10 INCLUCE COLD IIE'.THE' rRDVISIOIIS PS REQUIRED TO COJ,JrLETE THE WOR'
B. GEIIER.0,L SLRFACe PREP~.RATION
C.
D.
L THE CRAWIIIGS IIIDICA.TE THE A.REAS THAT HAVE EEE'I DETERIAIIIED TO REQUm REPA.IR "ER FIELD SURVEYS. CONTRACTOR SHA_L SCUIID SLRFACES WITH HAIAIIER, ROC, C"A II, OR AFPROPRIATE TOOLS TO CE-ECT CEL.AIA I\A.TIJNS AIID SPAL.S. ALL SUPPORTED STRUCTURAL ELEIIEII'S WI-"Ill THE GARAGE S"ALL EE SOL11CED. THE LI~IITS OF TeE DeLAMI~ATIOIIS SHAL_ BE II A.RKED FOR CEMOL TIO~ PR OR TO RlMUIJAL, Lilli S Uf RlPAIR ARlA SHALL 8e RlVIlWW 8Y ei1GIIIllR IN IHl fllLJ f:lCA.IR QUAil II IllS TIIAT DEVA.TE ff:O~I TIIAT SIIOWII Oil PLAII SII.'.LL 0[ REPOf:TED Ill \Vf"TIIIG TO Tl [ [IIGIIIE:R AIID OWNER FOR Ar'r'~OVAL
?. "AWCIIT FOGFS -J A.VOIO FFATHFRFc Fl·~FS. 'FIIOVF SPAI FO M1C IINSJ.JNO CONCR'TF WllHN IA.ARKIIICS. EXTEIID REPA" AREAS WI-" THE ~.FPROVA_ OF ENC"EER A.IID OWIIE' IF ADDITIOIIAL L'SOUIID COI\CRETE IS EfiCOUNTEReD. TeE REF,'.IR EDGE SH;\L_ BE EXTEIIDEC 1\ \IINIIILIA CF THREE II'CHES BEYOI1C THE EXTE'IT OF CORRODeC RE I1FORC I1G STEE ..
3 . . '.II RFI1FORCI1C 111 CCOO CDNcl-01\ (SFCTIOII CSS IFSS THA' 70%) 1/ITHIN THF RFPAIR ARFA SHAll EE J11JERCUT, SAND3LASTED CLEAfl ~,,D TREATED WITH CORROSICII INHIBITIIIC CO.ATifiC lAMER A.LS PER SPEC FICI,TIONS ;\L_ ReiiWO,CII'G WITH SECTION LOSS GRe,'.TE' TH/1fl 20% WITHIN THE REPAIR ;\REI, SHAL_ BE RE"LACEJ WI-" EQUAL RE 'FORC"ICI\ T; DEVELOF -ENSILE STREIIGTH 0' REPLACE"eiiT RFIII'CRCFIIFNT RY SPIICN~ TO RFIII'CRCIIIG Ill "GOOD COIIOITICII" OR "y OOWF lNG INTO cr,iiijD CCijCRETE AT PERIMETER OF RE".AIR AReA USING ADHESIVE EPOXY AIICHOR I1C SYSTE~I.
4. 'I/.~TER3LAST OR S,A,CBLAST THE C.AVI-Y SURF,ACES TO R:IAOVE ALL DEBR S AND CCIHAIIIN.ANTS. ,A,IRBL,'ST ,A,S TeE Flij;\L S-eP TO RE~IOVe REMAINIIjG DeBRIS
CCijCRETE REIACVAL BY CriPPINC
I. CHIPP I1G HAMMERS SHALL 3E SIZED SC THI,T THE UNSOUND COIICRcTE Ci\1, Be ReiAOVED lij AN EF'ICI:NT ~IA 11 11:R WITrOUT D~,,.AGING THE AJ,JACENT SOUNC COIIC,ETE DO 'lOT CUT INTO OR D.',,.AGE EIABEDJED Reii,FO,CII'G AIID OTHeR EIIBeCCED ITE~IS SUCH AS CONJUITS.
2. CHIPP I1G SHA_L CCIHINUE UfiTIL ALL UijSOJfiD CCNCRETE H.AS BEE!j RE"JVED "ER RePAIR DE-AL SHEET I\Uib.
CCIKf([T[ (lOr: fi[P.'.If6 Gfx[ATEf: Til AI' 3 11m IES ~liCK)
2
4.
5.
COIKRETE SH,ILL MEET TeE FOLLOWII'G C"TE"1\:
STRENGTr: 5000 PSI (~I'-)
MAXI1v1U\1 W/: RA-0 01 0_4
PORTLAfiD CEMEfiT COfiC,ETE (REGUL.AR OR "1-cARLY), JV"E I OR II
3 GAL OF C.ALCIJ~I l1lniTE CCRROSIOI\ lfiHIEI-J' PER CU. YD. OF COI,C.
CONTRACTOR S"A_L SUBMIT IIIX DESIGI\ FOR EIIGI~EER'S ArrROV.AL .. ADI":cms Sr~.LL ij0- BE CH.AIIGED FROM TeE AP"ROVED lviiX DeSIG11 '// THOUT THE ENG I1EER S APP,OVAL.
CONFORM TO -"E REQUIRE~IEIITS J' ACI 301 AIID .ACI 318, LATEST EDITIOIL
IHl -LU OJA_IIY COfiiRCL lbllfiG cHAL_ 8l ~lr:-C~MlU 8Y Afl II,UlPeiiUllll leOIING AGlNCY I RED OY OWIIEl
"REP ARE THE SC/1R FICC CONC,ETE SUBSTR,\TE TO RECE 'vE NEW REP.A,IR \IORT,IR/COIICReTE, IIICLUDIIIG A"PLvi1C APP_ICA3LE BQijDINC .'.CEIIT CR PRePARIIIC THE SURF.ACE TO A SMURATED SURFACE DRv :As r.FFINFO RY ICRI). IF A 'mTAR SCRIIR COAT IS IISFI, mMPI Y WITr IC" AIID THF IIAfiU- AC I U'lR'S RlCOMMlfiUA II OilS. If A 80IIUII1I; AGlN I IS USlC ASSURl IrA. I ~OIICRlll IS PL.'.cl0 WI THill THE OFEII TIME AS DOCJ1IEI1 TEJ BY TeE ~IAfiUFACTUReR, WITH COfiSIDERATIOII JF TEl/PERATURE AIID HUMIDITY.
o. ~ONCRlll S"A_L ol ~iJIIcCLCAilu AIIU ~JklU PeR SclCifiCA IUijS, f ~U"ijG COiviPOL11U IS USlu, II Sl ~.LL 0[ r:EMOVCO ov '1/ATEfi-OL.'.STING m SIIDT-DLASTifiG Ff!IOf: TO TilE APFLIC.'.TIOII or SLr:rAC: WATCRr'R8J-I~JG lvi::ASURCS
I. ALL fD/ REINFORCE"CIH SrA.LL COMPLY WITr AST" AGIS GR. GO.
2. IIELCED /IRE -AOF!IC SIIALL J[ f'ER AST" A183 OR .A497. LSE ~IATS OIILY, lOLL s-OCK IS NCT PERMITTED
.o All R'IIJF·~RCIIJG SHAll HAlf' T"' MINIIIII\1 ·~O'vFR FFR A·~l .liR, I A-'ST miTIOIJ
4. ALL EXISTIIIG E:<POSeC STEEL SHA_L EE CO,ATED WITH STEEL CORRCSIJII IIIHI31TINC -,EATME'IT 1'1 1\CCO,Df-'CE WITH SPECIFICATICI1 SeCTION 039300.
I. fiT[-! TO SF'ECIFICATIOII SECTICI' 041c'21c.63 FOR ~IASOIIRY R:PAIR/fi:FLAc:IAEIH REQUmii[N- CON-l.ACTOR SIIALL fiOTIFY EIIGI1EER IF CETERIORATED '1/A_L TICS, CJNCRE-: OR OTHER lviATERI.'.LS ~.RE CJ\CCIII,-eRED .AFER DE~IO IS CO\IP _ETE. INCLUDe 11EW ~.0,LVA11 ZED '//.ALL TICS @ 16" O.C VE,TICALLY AI1D HOR ZOWA_LY Ill ~IASOI1RY RePLACE II Ell' Uflll P"Cl.
3 MEeT WITH ENGIIIEeR PRIOR -o S-A,TifiG WORK TO AGREE Oil EXTENT OF MASOIIRY REPA R !REP ACEIIENT Afll RecCIIIIIIJG. ' - -
1. MATFRIAI PROP'RTIFS IIASDNRY:
PI~ISivl s-~[~~G-1 Cf JNIT ~1ASOI\I~Y, fm = 1500 ps.
1/0RTAR TV"E 'S" (A,BCVE GRADE).
? Mill M}J" VFRTICAI RF 11FORC'IAFNT FOR ~IASOI1RY WAllS SHAI RF #4@4S''O ~ -YF. IHI. PROVIOF DNF #4 VFRTIC:AI AT ALL ·~ORIIERS, AT EACH SIDE OF J"ENINCS AI1D AT E'IJS OF W~.LL. IAASOIIRY W.'.LLS SHJECT TO VEHICULAR LOAJINC S IALL 0[ REiflfORCED 'NITII #4@16" O.C., ::c:11CED TO AT LEAS- 2'-0" AOOV[ fLCCfx AfiJ ALL cor::s S IALL 0[ G'OUTED SCL C UP TO 2 -J" .AEOVE FLOOR.
3. HOR ZOII_A_ JCIIIT REINFORCE,ICI1T 'CR MASJIIRY WALLS SHALL BE STAIIJARC WEICr T, C,ALVA'I ZED SPACEJ @ 16" C. C. TYf'., U 11.0. f'f:JVID[ ONE -f'E[ PC:EfAOf: CATEC UIIITS SP~.CCD @ o" O.C. AT WALL CJRIIEf:S .AIIC mms:CTIONS.
o. ~A" \leW MASOIJRY 8LU~Kc IU 1/A.ICH lXIollfiG ll.'.cCI'Rv cLUCKS Ill llXIU~l & CULUr:.
H. SlAL.AN I
I.
J.
L.
I. lEFER -J Sf'ECIFIC.ATIO'I SECTIOII 07902J IOl ACCE"TAOLE JOIIIT SEALA.NTS
? 'FI/OVF '.1\C PRn"FRI Y OISPOSF DF FXISTIIJG 'FAI ANT ANO APPI Y I'FW SF AI ANT TO MAT\," FXISTIII~ m1 DR. SAMPI FS SrA.LL BE PROVIDED 'CR ENCIIIEER'S & JI/~CP'S REVI:W A"D A"PROVAL.
4. cRIMER SHAL_ BE APPLIED 111 AC)JRDANCE WITH THE "A'IIJFAC_U,ER'S RECOMMEIIDATIONS PRIOR TO APFLICA.TIO~ OF ~lW SlALAII
eFCXv INJECTIOII
I. 'lflN IU cPlCfi~.AIIUN SlCIIUN Qj9j00 AI1U ecC:<Y INJeCIIiJII RlPAR UliAIL 4/r:4.1 fOR .AuCI UI1AL klOUHllllll S.
2
3.
JSE Ar'ROIRIATE METHCDS AND rL.ACEMEfiT OF IIJJECOI1 rORTS TD ASSIJ'E COMrLE-e COVeRAGE OF UACKS. REIJICW "f!EPARED Cf!ACK & fx[PAIR PfiOC:DUfx[S CI1-SIT[ IV/ [IIGIIIE:R & OWim:'S lfiSPECTICI1 AG:I1CY Pl!Cfx TO I~JECTIOII
U- IS I CRACK.
CR.6.CK REF A.IR ~IATERI.ALS:
o. -YPE El - CRACKS BeTWEEN )ii' & )\": PRESSURE IIUC- CRACKS 'II/ A HI~H-STREfiCTH, VERY-LOW-VISCOSITY STRLCTURA_ EPO:<Y :s KADUR 35 HI-MOD LIJ, SIKADJ' 52 JR EQUAL). SEAL C,.ACKS "RICR TO I'IJECTIOII II/ SIK,ACUR 31 H -MOD CEL CR EQL~L -YPF FIW liFT 11011 STR.I~TIJRAI WAll CRAcK": IN,IFCT WITH HYDROPHiliC GROU- (SIKAFIX "" HYOROP" IIC, :iiK.'JIX HH LV UR ciKAfiX HH PLUS). 111'-iiAL_ Plk MAIMACIURlR'S filQUIRlMl~IS ..
l Nl-lr: 10 SPlCifiCAIICN SeCIION 0/9020 fOR A~ClP A~Ll lr:AffiC ClCK COAliNG MlM8r:Afll svSilMS.
2. F'f!OVID[ SURFAC: PREFA.RATIOII Of Til[ EXISTI\I•C FLCCR SLAGS OY METIIODS 1/IIICII CAN 0[ P:RIORIIED WITHOU DA~IAGII1G E<ISTII'G CONCRETE S.JiFACES
3. APPLY HE,6,'iY JUTY TRAF'IC DECK CO~.T1'18 TO ,AREAS SHCWII 011 P _AI1 INCLUD I1C CUR3S AIID LAI1DINCS.
'1. PREP,%\TIDN i\I'D 'ST/,_LIITION JF THE TRhFFIC DeCK COI,TIIIG \IEiviBRhNE Sr,'.Ll BE Ill /1CCORDN'CE WITH -"e SreCIFICATIOI\S AfiD THE IAMII.FACTI.RER'S WRITTEfl 111STRI.CTIJIIS. THE FLOOR CO"vERAGE RATE S'ECIFIED IS IJIIjjMIJM R'01JIRF"'II T. THF .AFPIICATIJN CF THF TRAFFIC CFCK CO~.TIII~ 1/FMRRANF SHAll "F I~SFFCTFO 8v lviANUfACIURlR'S RlP,lSl'IIAIIVlS .ANC Allv .'.cSUCI.AilU CCSIS SHALL jli\I~LUUlu WIIHII" IHl 81C.
1 RE'ER TO SPECIFICATIC'" SeCTION 0791J20 FOR ACCEP-ABLE EXPAfiSICN JOIIIT SYSTEM A~J IIISTALLATIJN PROCeCURES.
2. JOIIH EDGES 1\ND BLOCKOJTS SH.'.LL BE SN,DBL,'.STEC OR PREPARED 1\CCORJIIjG TO -"e MN,UFI,CTURnS RUJIRE~IE'ITS P"CR TO - "E EXF ~.NSION JOINT AP"LICATIOfl.
Pl ~ll RA IlliG SlALlR
l RETR TO SPECIFICATIC'" S:CTIDN 0791c20 FOR ACCEP-AOL[ PEIIETRATIIIG SE.'.LElS.
7. PROVIOF iiiRFAC' PRFFARATIOI1 OF THF FlOOR Sl ARS RY MFTrOCS WHI~H CAN 'F PFRFORMFI WI-"J.IT DAMACI~C EX ST"C COfiC,ETE SURF.',CES.
3. -"e PEIIETRATIIIC SEALER Be APPLIEJ Ill ACCORDAIICE WITH SPECIFICATIOII SECTIC'" 079020. THE FLCCR COVeR,\GE R,AJE SPECIFI:D IS IAINIIIU\1 REQUIReiAEIH ,I,I1C SH/,_L BE SI,TIS'IEJ CN /1 B.'Y-EY-E,'Y BI,SIS. THE ArrLICATIC'" OF -"e rE\IETRATING SEALER SHALL BE IIISrECTED EY ~IAIIUF~.cTUReR'S RErRESEII'ATIVe AIIO ANv ,ii,':.:SOCIATED CCS-S SHALL BE INCLUDEC WITHI~~ Tf--E B C.
ME:H.AI\ICAL/FLUMBING/Fm PROTECTIOI' SYSTEivl & EQUI"""' T
1. CO'ITR;\C-OR SHALL T1\KE I1ECESSi\RY PRECAUTIOIIS TO P'OTECT 1\LL EKISTII'G IIECfMjiC/IL EQJ PilEI!' h'"D SeRVICES WITHIII THE FACUTY. I' IIECESSA,Y, REIAJVE AND RE-IIIST~.LL AFTER REPA" IS COIIFLETED. CO~TRAC-OR SHALL REVIeWAL_ REFA.IR .4REAS PRIOR TO SJBiviiT'11G A BID AIIJ IIICLUDE THE COST OF REiviOVA.L .AIIC REPLACE'IC'"T '" -HE LLiviP SUM B D.
'2 :)-'LCIAL CAlL SIIALL UL IJI.KL~J IC f-'IL\ILNI CLUliGI~JG LXI:)II~J:.; l.:I~AIW:i.
.J AFTER WORK IS COMrLETE, COIITRACTO' SHALL Be RESICin3LE FCR CLEAfiii\G Allv EXISTI~G DRAI\I SYSTEMS Tr~.T "AVF WFII c OGGFn RV cm"-"lcTm ACTIVI-IFS.
L IIIGI -"RESSJl[ IVA-:r: J[- CLEM1 ALL D-(AI'"AGE PIPES (S_O_W AI1C SAfl TAf(Y) 1/ITIIIfl Til[ GAfxAGE AI'D CXTC\IJII'G 5 ICCT f'A.ST TIIC FACE Cl Til[ GARAGE RCrO'-T IArCI'ET'-AOL: OLOCKAGCS, mAC'.S, LEAKS, ETC. TC THE OWNE' AND C11GIIIEeR.
\I
0.
F_OCR D,.AIII INSTALLATICN
I. NEW JR.'.IN(S) NW PIPifiG SHALL Be IIISTALLED Ill ACCORDANCE WITH THE DRAWINGS M1C THE BUILDING C08l RlUUiklMliiiS. MAI'IIAIII IHl lXISIING rlAUf:UU\1.
ELeCTRIC.'.L
I. COli TRACTOR S"A_L TAKE NECeSSARY PRECAUTIOfiS TO PROTECT ALL EXISTING ELeCTR CAL LIGHTS, EIIEEDDeC COI\CUI-S, SERVICe i\110 ECUIPMEIIT WITHII THE ','CILI-Y. IF IIECeSSARY REMOVe i\110 RE-I'"STI,LL ,IFTER 'EPAIR IS COMPLETED. CCIHRACTOR Sr~U REVIEW A_L REPAIR AREAS PRm TO SUBIAITTIIIG ~. BIJ AI1D NCLJJE THE COST OF REIIOVI,L />'IJ REP _;\CEMENT IN THE B1\SE BID.
2. eiAEEDDED COIIDU TS '//THill REPA R ARE.A SHALL 3E RE-LOCATEC PRIOR -o CEMOL TIJ~.
J. ~iJIIcULI All eLlCIRI~.AL ~ONIRACIOR PROR 10 liiGA011'G lrl ReLOCAIION Uf Rl~.AIR O- Allv lLeCIRCAL :GUIPME\IT. ELECTRICA_ CO\ITfxACJR IS TO JETEr!IAIJ1[ 1/II:TII[l ELEC-!ICAL EQUIP\1[1\T S LIVE, mA:E WIIAT SCRVICCS, .11.!\C PI(OVID[ ,II.C[QUAT[ SATTY MCASIJR[S_
rAifiTING
I TRAFFIC lviARKIIIGS (STRIPI'"G A\1/ TRA'FIC ARROWS)
o. CUI1IIIACIC" SII.ALL "L~_ACL .'.LL II·:AIIIC MAIXKI110S (S !I~ING ANU "'·'.II C AI/1.:0/IS) lilA A"L 11111111 Til[ REP All WORK. Til[ COli TRACTOR S I ALL DCCUMEfiT - 1: EXIS-IIG L.AYCUT PRIOfi TO CJIISTRUCTIOII, .ANC A- THE COIArLeTIJ\I CF RErA"S rROVIDE THE TRAFFIC I'ARKINGS TO \lATCH SIZE A\ID LJC.ATIOfl RFIACVF FXISTIII~ PAifiT Rv SHOT Rl .'.STING.
>J. ADHeSIVE A'"D e:<PAIISIOII AIICHORS / DOWELS
R.
,. J.
T.
I. lFAIICIUII .ANCrURS SrA.LL 8l HLII K'I/IK 8U_I IL JN lUUAL, U.'I.U
2. ADHESIIJE AI1CHORS SHAL_ BE HILTI HI- HY 200 OR EQUAL, U.II.O.
3. WHFN liS-A I I\[ ANCH~'S lfl FXISTI'IC COIICRFTF OR MASONRY FXFRCISF CAIITIOI1 TO AIJOID CU-TIIIC OR DAMAGING -"e EXIS-IIC REII1FO,CII1C.
4. rREF.ARATIDN AI1D I1STALLATIOII 0' THE ANCHO'S / JDI/eLS SHALL Be lfl ACCCRDANCE WI-" THE SPECIFIC~.m~s AIIO THE IAA~JFAC-JRER'S WRI'TEII IIS-,UCTIO'IS THE INST;\L_i\TIOI\ SHALL BE INSPECTED 3Y Mi\IIUFI.cTURE,'S RePRESENT/ITIIJES N'D I1~Y ASSO:IATED COSTS SH.ALL BE 111CLUDED WITHIN THE EID.
EMBEDDeD G,\LVAN C !,NODES
I. COI\TRACTOR S"ALL GilLY CRDE' 'J% OF REQUIRED A~JJES AT BEGIImlfiG OF 'ROJECT OIICE SLBIII'TAL H.'.S BEEII Ar'RO'vED EY ENGINEeR. ENGIIjEER WILL ~I'IE CIRECTIOfl FOR THE ·~01\ TRACTOR TD OROFR AnniTIOIIAI ANOOF' AFTFR THF R liS' Aim NFCFSSITY HAS "FFN IOFNTIFIFO O.I"IIC THF '~.RI Y S-A·~FS J' THF RFFAIR 1/0,K. COIITRACTO' TO II FORM ENGINEER IF A LOIIC LEAJ ~~le IS EXPeCTED Oil THE A~JDE ORJERS.
I. JO NO- SCALE DRAWINGS. VERIFY ALL DRAWII'G JIIIEimJNS 1'1 THE FICLD.
4.
CDFIES CF THE CRAWIIIGS SHOWIIIG THE .'.CTUAL SHAre, LOCATION, AND SIZE OF THE 'FPAIRS Aim A RFPA R TAR!. I ATICij SPRFAOS"'F- SHAll R' SIIRIIITTFC Rv THF COI1 TRACTOR TO THE EfiC I1EER AT THE EI1D OF EACH PHASE CF THE FRCJeCT AND WITH :,,CH P/,YiviEIH I,PFLIC,ATIJII.
AT THE PROJECT CO~CLUSIDN. SUBIIIT OfiE SET OF REP,DDLCIBLE 'ECORD JRA'NINGS IN A IIEAT AND ORDERLY FAS" 011 -J THE CWIIER & EIIGifiEER SHO'//IIG ALL REPAIRS PER'CRIAED. "RO'viDe ONE r~.RD CJ"Y AIID .All ELECTROI\IC COFY IN CAD DR PDF FORIIAT.
P IASIIIG o- WORK
I. BIDDEiS SHA_L INCLUDE A FRELIMIIIARY PROPOSED P"ASII'G "LAII IiilTH THEIR BID. THE COli IRAC lOR S"ALL 8l klSPOfiSI8Le J ASSURe "A I IHl MAXI"J~I I\LIAjlR Uf PAf:K IIG SPACES DIS" LACED AT ~.,Y G 'VEil TIME CUF!IIIG CCIIS-f!LCTIJN DOES IICT ::<cc:c 40 S-ALLS, u ~ 0
/. THF Sl,CCFSSFIII CONTR~UOR SHAI S.IRivl T TS FRCPOSFc PHAS IIG PI A11 FJR APPROV.AI. THF CO' TRACTOR S"ALL CCORDIN.ATE CLOSeLY WITH THE EIICI'ICER AND THe OWIIER II" LE DEVE_CPifiG, IA,'I!IT/,IIIIIIG, •'.liD ReVIS 'G THE PH/1SIIIG P _i\1, /1S REQU RED.
4
THF IIHFNT OF -"' COIITRACTOR'c PHASIIIG P Alj SHDIII 0 RF TO OIVIOF THF ln'K lfiTO -"F I FAST IIIIMRFR OF FHASFS WHII F MAIIITAIIII\I•~ IJHCI' ACCFSSIR IITY TO All AR'AS TeAT ARF NOT Beii'C WOR\ED OIL RAIAPS A'E ASSLI"ED TO BE ABLe -o BE SFLIT I~ITC T'I/J PHASES. FLAG~1:11 SIIALL 0[ PlDVIDED AS REQUIR:C OASED Ofl Til[ COli TRACTOR'S .'FPROV[C PI lAS IIG PLAII.
1/0iK AT RAIIFS Afll cTHFR HIG" V~ IIIAF A iF AS S TO RF Cell PI FTFO 01\ WFF<FI,OS 'NDRK AT FNTRY A'C FXIT I AIIFS SHAll RF P'RFOR~IFn Qlj WF'KFIIOS. All OTrFR WOR\ CAll R' COiviPLETED EITHER DHIIC TeE DAY OR AT NIGH, UNLESS IIOTED OTrER\VISe Bv THE OWNER OR GAR/1Ge OPE,I,TOR JR BASEC 011 THE 'ECUIRCI,EIHS OF THE I,UTHORITY H/1VIIjG JURISCICTIOI,_ CCI/PLY WI-" WORK HOUR RESTRICTIOIIS .ANC IIOISE ORJINA.NCE OF TeE AUTHORITY HAVIIIG oURISDICTICII.
IHl COI1IRACIOR S"DLILIJ ~OORUINAil lrl SHUIUOWII O- ARl.AS rON IHe APPLICA 01, Of 1/AilRPr:JJflriG J,JAilr:.'.LS 'NIIH IHllXIU,UlU WlAIHlk fJNlCASI 0 A.'VCIU 1/E.'.TII[l-RELATED D:LAYS.
6. P.ARKING EELO'// DEMOLITION WORK A'IJ/OR STRUCTURAL ReFAIRS SHALL 3e TA,EII OUT OF SlRVICl UIIIIL RlPA RS A'l CUMPLl lU.
IJ. FXAMifiATiml "RIOR TO CUTTING, ORI I "C, NIO CCRINC THROIJC" s-,I.JCTURF
A ',,
B.
C.
E.
F.
DO 'OT CUT, D"LL, OR CCRE THROUGH ·'·' Y STRUCTUR,'.l ELE"eNT /liTH OUT PRm WRITTEII AP"ROV;\L FROM TeE EI1GIIIECR, U.~.O.
TeE CO~TRAC'O' SHALL SCA.II THE COfiCRETE AT .'.LL LJC,ATIONS CF FRCPOSED CUTS AIID PEIIE-,ATIOIIS TO _CCA-E AIID "ARK ALL ElviBEDDED OBJEC-S INC_UDI'IG BU- I10T _IMITED TO f:liNf U'CING, cklS I NlSS U~ PUS 1-llfiSICII S I RAIIUS, CCNNlC I lOllS, lLlC "CAL CCNUUII, ANU ANY CTHER HARDWARE/ECUIPMENT. SC~MIIIG SHALL BE PER'ORIAED BY A CER-FICC TECHI11CI.AI\ liS IIG A PA.,:HJIIFTFR OR •:RDINO P'IIF-RATifiG RAOAR (G"R) Tvpc SCA\I~FR cAl mATF THF SC.ANIIER AT -"e BE~II"11fiG OF eA.CH S"IFT AIID WHEN CONDITIOIIS CHAIIGE LOCATE AT LEAST TrRFF RFIII'ORCifiG RARS I.ISIIIG THF SCAimFR, AIIO "AII~IF' ORI I TFST HO FS TO lFTF"II1F DEFTH OF COVER. CALmATE SCAI"'ER LSifiC THE DEPTr OF CC1/E' 1/EASUR:JAEIHS
ADJUST LOCATIOIIS OF CUTS .AND PE~ETRATIONS ,AS REOLIREJ TO .AVCID EIIEEDDeC OBJECTS.
S.ml T SCAI1"IIG RFPORT(S), IIICII.CING PrOTOGRAPr" AIIO "CAl FO O"III1CS A~l/OR S'liC"ec, 10 ARCHIIlCI/liiGINllf: fOR .APcRCIJAL. ALLU\\ Sl'Jlfl CA.YS fUR ARCHITECT/EfiG I\EER TO REIJICW AIID A"PRC'IE OR COMMENTS ON THE FROPOSEC CUTS AIID PFIIF-,ATIONS. AD,IIJ',T THF I OCATICNS AS O"FCFr. RY THF ARCHITFCT/FIIGIII'FR.
USc HAMMER JRILLS 1/H" POSSIBLE; DO fiOT CORe DRILL UIUSS THE SCMjiiiiiC OFERATICII H/1S CLe,ARLY SH0\111 Tr,'.T THE I,,E;\ IS F'EE JF E~I3EDDED OBJECTS
DO I\OT CUT THROUGH OR DAII AGE THE EIIEEDDeC OBcECTS INCLUDING BUT IIOT Lilli TED TO REII,FO,CII,G, "RESTRESS OR POST- TEIISICN STRAIIDS, CCII"ECTIOIIS, ELEC-"CAL CCIIDUIT, AND /1NY CTHER H1\RDWARE/ECUIPMENT.
TimHaa s
AutoCAD SHX Text
B. GENERAL SURFACE PREPARATION GENERAL SURFACE PREPARATION
AutoCAD SHX Text
A. GENERAL CONDITIONS GENERAL CONDITIONS
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
S. MEASUREMENT AND RECORD DRAWINGS MEASUREMENT AND RECORD DRAWINGS
AutoCAD SHX Text
1. DO NOT SCALE DRAWINGS. VERIFY ALL DRAWING DIMENSIONS IN THE FIELD. DO NOT SCALE DRAWINGS. VERIFY ALL DRAWING DIMENSIONS IN THE FIELD. 2. CONTRACTOR SHALL MEASURE AND RECORD THE REPAIR AREAS AND QUANTITIES PERFORMED. CONTRACTOR SHALL MEASURE AND RECORD THE REPAIR AREAS AND QUANTITIES PERFORMED. 3. COPIES OF THE DRAWINGS SHOWING THE ACTUAL SHAPE, LOCATION, AND SIZE OF THE COPIES OF THE DRAWINGS SHOWING THE ACTUAL SHAPE, LOCATION, AND SIZE OF THE REPAIRS AND A REPAIR TABULATION SPREADSHEET SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AT THE END OF EACH PHASE OF THE PROJECT AND WITH EACH PAYMENT APPLICATION. 4. AT THE PROJECT CONCLUSION, SUBMIT ONE SET OF REPRODUCIBLE RECORD DRAWINGS IN A AT THE PROJECT CONCLUSION, SUBMIT ONE SET OF REPRODUCIBLE RECORD DRAWINGS IN A NEAT AND ORDERLY FASHION TO THE OWNER & ENGINEER SHOWING ALL REPAIRS PERFORMED. PROVIDE ONE HARD COPY AND AN ELECTRONIC COPY IN CAD OR PDF FORMAT.
AutoCAD SHX Text
1. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE JOINT SEALANTS. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE JOINT SEALANTS. 079020 FOR ACCEPTABLE JOINT SEALANTS. FOR ACCEPTABLE JOINT SEALANTS. 2. REMOVE AND PROPERLY DISPOSE OF EXISTING SEALANT AND APPLY NEW SEALANT TO MATCH EXISTING COLOR. SAMPLES REMOVE AND PROPERLY DISPOSE OF EXISTING SEALANT AND APPLY NEW SEALANT TO MATCH EXISTING COLOR. SAMPLES SHALL BE PROVIDED FOR ENGINEER'S & OWNER'S REVIEW AND APPROVAL. 3. JOINT EDGES SHALL BE WATER-BLASTED, SANDBLASTED OR OTHERWISE CLEANED AND PREPARED PRIOR TO THE JOINT EDGES SHALL BE WATER-BLASTED, SANDBLASTED OR OTHERWISE CLEANED AND PREPARED PRIOR TO THE SEALANT APPLICATION. 4. PRIMER SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO APPLICATION OF PRIMER SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO APPLICATION OF NEW SEALANT.
AutoCAD SHX Text
H.SEALANTSEALANT
AutoCAD SHX Text
E. REINFORCEMENT REINFORCEMENT
AutoCAD SHX Text
1. ALL NEW REINFORCEMENT SHALL COMPLY WITH ASTM A615 GR. 60. ALL NEW REINFORCEMENT SHALL COMPLY WITH ASTM A615 GR. 60. 2. WELDED WIRE FABRIC SHALL BE PER ASTM A185 OR A497. USE MATS ONLY, ROLL STOCK IS NOT PERMITTED. WELDED WIRE FABRIC SHALL BE PER ASTM A185 OR A497. USE MATS ONLY, ROLL STOCK IS NOT PERMITTED. 3. ALL REINFORCING SHALL HAVE THE MINIMUM COVER PER ACI 318, LATEST EDITION. ALL REINFORCING SHALL HAVE THE MINIMUM COVER PER ACI 318, LATEST EDITION. 4. ALL EXISTING EXPOSED STEEL SHALL BE COATED WITH STEEL CORROSION INHIBITING TREATMENT IN ALL EXISTING EXPOSED STEEL SHALL BE COATED WITH STEEL CORROSION INHIBITING TREATMENT IN ACCORDANCE WITH SPECIFICATION SECTION 039300. 039300.
AutoCAD SHX Text
1. THE DRAWINGS INDICATE THE AREAS THAT HAVE BEEN DETERMINED TO REQUIRE REPAIR PER FIELD THE DRAWINGS INDICATE THE AREAS THAT HAVE BEEN DETERMINED TO REQUIRE REPAIR PER FIELD SURVEYS. CONTRACTOR SHALL SOUND SURFACES WITH HAMMER, ROD, CHAIN, OR APPROPRIATE TOOLS TO DETECT DELAMINATIONS AND SPALLS. ALL SUPPORTED STRUCTURAL ELEMENTS WITHIN THE GARAGE SHALL BE SOUNDED. THE LIMITS OF THE DELAMINATIONS SHALL BE MARKED FOR DEMOLITION. PRIOR TO REMOVAL, LIMITS OF REPAIR AREA SHALL BE REVIEWED BY ENGINEER IN THE FIELD. REPAIR QUANTITIES THAT DEVIATE FROM THAT SHOWN ON PLAN SHALL BE REPORTED IN WRITING TO THE ENGINEER AND OWNER FOR APPROVAL. 2. SAWCUT EDGES TO AVOID FEATHERED EDGES. REMOVE SPALLED AND UNSOUND CONCRETE WITHIN SAWCUT EDGES TO AVOID FEATHERED EDGES. REMOVE SPALLED AND UNSOUND CONCRETE WITHIN MARKINGS. EXTEND REPAIR AREAS WITH THE APPROVAL OF ENGINEER AND OWNER IF ADDITIONAL UNSOUND CONCRETE IS ENCOUNTERED. THE REPAIR EDGE SHALL BE EXTENDED A MINIMUM OF THREE INCHES BEYOND THE EXTENT OF CORRODED REINFORCING STEEL. 3. ALL REINFORCING IN GOOD CONDITION (SECTION LOSS LESS THAN 20%) WITHIN THE REPAIR AREA SHALL ALL REINFORCING IN GOOD CONDITION (SECTION LOSS LESS THAN 20%) WITHIN THE REPAIR AREA SHALL BE UNDERCUT, SANDBLASTED CLEAN AND TREATED WITH CORROSION INHIBITING COATING MATERIALS PER SPECIFICATIONS. ALL REINFORCING WITH SECTION LOSS GREATER THAN 20% WITHIN THE REPAIR AREA SHALL BE REPLACED WITH EQUAL REINFORCEMENT; DEVELOP TENSILE STRENGTH OF REPLACEMENT REINFORCEMENT BY SPLICING TO REINFORCING IN "GOOD CONDITION" OR BY DOWELING INTO SOUND CONCRETE AT PERIMETER OF REPAIR AREA USING ADHESIVE EPOXY ANCHORING SYSTEM. 4. WATERBLAST OR SANDBLAST THE CAVITY SURFACES TO REMOVE ALL DEBRIS AND CONTAMINANTS. WATERBLAST OR SANDBLAST THE CAVITY SURFACES TO REMOVE ALL DEBRIS AND CONTAMINANTS. AIRBLAST AS THE FINAL STEP TO REMOVE REMAINING DEBRIS.
AutoCAD SHX Text
1. IT IS THE INTENT OF THE PLANS TO ADEQUATELY DESCRIBE AND INDICATE AREAS THAT REQUIRE IT IS THE INTENT OF THE PLANS TO ADEQUATELY DESCRIBE AND INDICATE AREAS THAT REQUIRE RESTORATION WORK BASED ON A PRIORITIZED REPAIR PROGRAM THAT WILL EXTEND OVER MULTIPLE BASED ON A PRIORITIZED REPAIR PROGRAM THAT WILL EXTEND OVER MULTIPLE BASED ON A PRIORITIZED REPAIR PROGRAM THAT WILL EXTEND OVER MULTIPLE YEARS. IN THE EVENT IT BECOMES NECESSARY TO ALTER THE PLANS FOR THE BEST INTEREST OF THE . IN THE EVENT IT BECOMES NECESSARY TO ALTER THE PLANS FOR THE BEST INTEREST OF THE PROJECT DUE TO CIRCUMSTANCES NOT KNOWN AT THE TIME OF SURVEY, WORK QUANTITIES MAY BE ADJUSTED IN ACCORDANCE WITH THE ENGINEER AND OWNER'S APPROVAL. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND SHALL REPORT IN WRITING TO THE ENGINEER ALL DISCREPANCIES WITH RESPECT TO DRAWINGS & SPECIFICATIONS. 3. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL BRACING, SHEETING, AND CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL BRACING, SHEETING, AND SHORING AS REQUIRED. PROVIDE TEMPORARY SUPPORT WHERE REPAIR WORK WILL DEGRADE THE INTEGRITY OF THE STRUCTURE INCLUDING CONNECTIONS. SHORING SHALL BE DESIGNED, PREPARED, SIGNED, AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF CONNECTICUT. HIRED BY THE CONNECTICUT. HIRED BY THE HIRED BY THE CONTRACTOR. SHORING ENGINEER SHALL FIELD VERIFY ALL DIMENSIONS, CONNECTION TYPES, ETC. AS NEEDED TO DETERMINE ALL APPLICABLE LOADING AND LOAD PATHS. 4. CONTRACTOR SHALL MEET WITH OWNER, FACILITY OPERATOR, & ENGINEER PRIOR TO STARTING WORK TO CONTRACTOR SHALL MEET WITH OWNER, FACILITY OPERATOR, & ENGINEER PRIOR TO STARTING WORK TO REVIEW SHORING LOCATIONS, TRAFFIC FLOW, CONSTRUCTION PHASING, ETC. PROVIDE TEMPORARY FENCING, BARRICADES, SIGNAGE, ETC., AS REQUIRED FOR TEMPORARY TRAFFIC FLOW AND TO ASSURE PUBLIC SAFETY. 5. CONTRACTOR IS REQUIRED TO INSTALL A TEMPORARY DUST ENCLOSURE AT EACH AREA OF WORK TO CONTRACTOR IS REQUIRED TO INSTALL A TEMPORARY DUST ENCLOSURE AT EACH AREA OF WORK TO PREVENT DUST & ODOR MIGRATION. FOR BIDDING PURPOSES, ASSUME A CONTINUOUS PLASTIC SEAL AT THE PERIMETER OF EACH WORK AREA. ALL DUST/DEBRIS FROM THE WORK SHALL BE CLEANED/REMOVED PRIOR TO REMOVING TEMPORARY ENCLOSURE. REPAIR WORK THAT CREATES NOISE AND ODOR (FROM POWER TOOLS, VIBRATIONS, PRODUCT INSTALLATION, OR OTHERWISE) SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS. 6. CONDUCT A PRECONSTRUCTION MEETING PRIOR TO COMMENCING WORK, HOLD PREINSTALLATION MEETINGS CONDUCT A PRECONSTRUCTION MEETING PRIOR TO COMMENCING WORK, HOLD PREINSTALLATION MEETINGS PRIOR TO EACH PHASE OF THE PROJECT, AND HOLD REGULAR COORDINATION MEETINGS. 7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONDITION WHICH MAY ENDANGER THE STABILITY AND CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONDITION WHICH MAY ENDANGER THE STABILITY AND STRUCTURAL INTEGRITY OF, CAUSE DISTRESS TO, OR COMPROMISE THE DURABILITY OF THE STRUCTURE. 8. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THE DRAWINGS. IN CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THE DRAWINGS. IN CASE OF CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 9. THE RESTORATION WORK SHALL BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES THE RESTORATION WORK SHALL BE GOVERNED BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES INCLUDING FIRE CODES, VOLATILE ORGANIC COMPOUND (VOC) REQUIREMENT, ETC. 10. INCLUDE COLD WEATHER PROVISIONS AS REQUIRED TO COMPLETE THE WORK. INCLUDE COLD WEATHER PROVISIONS AS REQUIRED TO COMPLETE THE WORK.
1. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE TRAFFIC DECK COATING MEMBRANE SYSTEMS. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE TRAFFIC DECK COATING MEMBRANE SYSTEMS. 079020 FOR ACCEPTABLE TRAFFIC DECK COATING MEMBRANE SYSTEMS. FOR ACCEPTABLE TRAFFIC DECK COATING MEMBRANE SYSTEMS. 2. PROVIDE SURFACE PREPARATION OF THE EXISTING FLOOR SLABS BY METHODS WHICH CAN BE PERFORMED PROVIDE SURFACE PREPARATION OF THE EXISTING FLOOR SLABS BY METHODS WHICH CAN BE PERFORMED WITHOUT DAMAGING EXISTING CONCRETE SURFACES. 3. APPLY HEAVY DUTY TRAFFIC DECK COATING TO AREAS SHOWN ON PLAN INCLUDING CURBS AND LANDINGS. APPLY HEAVY DUTY TRAFFIC DECK COATING TO AREAS SHOWN ON PLAN INCLUDING CURBS AND LANDINGS. 4. PREPARATION AND INSTALLATION OF THE TRAFFIC DECK COATING MEMBRANE SHALL BE IN ACCORDANCE WITH PREPARATION AND INSTALLATION OF THE TRAFFIC DECK COATING MEMBRANE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS. THE FLOOR COVERAGE RATE SPECIFIED IS MINIMUM REQUIREMENT. THE APPLICATION OF THE TRAFFIC DECK COATING MEMBRANE SHALL BE INSPECTED BY MANUFACTURER'S REPRESENTATIVES AND ANY ASSOCIATED COSTS SHALL BE INCLUDED WITHIN THE BID.
AutoCAD SHX Text
1. CONCRETE SHALL MEET THE FOLLOWING CRITERIA: CONCRETE SHALL MEET THE FOLLOWING CRITERIA: STRENGTH: 5000 PSI (MIN.) MAXIMUM W/C RATIO OF 0.4 PORTLAND CEMENT CONCRETE (REGULAR OR HI-EARLY), TYPE I OR III AGGREGATE TO CONFORM TO ASTM C33 AGGREGATE: #8, INCH 12 INCH SUPERPLASTICIZED AIR ENTRAINED: 6 1 % 12±112% SLUMP: 4±1 INCH (BEFORE ADDING SUPERPLASTICIZER)SYNTHETIC FIBER: 1.5 LB./C.Y. OF CONCRETE, MINIMUM 3 GAL. OF CALCIUM NITRITE CORROSION INHIBITOR PER CU. YD. OF CONC. .
AutoCAD SHX Text
D.CONCRETE (FOR REPAIRS GREATER THAN 3 INCHES THICK)CONCRETE (FOR REPAIRS GREATER THAN 3 INCHES THICK)
AutoCAD SHX Text
C.CONCRETE REMOVAL BY CHIPPINGCONCRETE REMOVAL BY CHIPPING
AutoCAD SHX Text
1. CHIPPING HAMMERS SHALL BE SIZED SO THAT THE UNSOUND CONCRETE CAN BE REMOVED IN AN CHIPPING HAMMERS SHALL BE SIZED SO THAT THE UNSOUND CONCRETE CAN BE REMOVED IN AN EFFICIENT MANNER WITHOUT DAMAGING THE ADJACENT SOUND CONCRETE. DO NOT CUT INTO OR DAMAGE EMBEDDED REINFORCING AND OTHER EMBEDDED ITEMS SUCH AS CONDUITS. 2. CHIPPING SHALL CONTINUE UNTIL ALL UNSOUND CONCRETE HAS BEEN REMOVED PER REPAIR DETAIL SHEET CHIPPING SHALL CONTINUE UNTIL ALL UNSOUND CONCRETE HAS BEEN REMOVED PER REPAIR DETAIL SHEET NOTES.
AutoCAD SHX Text
P.PAINTING PAINTING
AutoCAD SHX Text
1. TRAFFIC MARKINGS (STRIPING AND TRAFFIC ARROWS) TRAFFIC MARKINGS (STRIPING AND TRAFFIC ARROWS) a. CONTRACTOR SHALL REPLACE ALL TRAFFIC MARKINGS (STRIPING AND TRAFFIC ARROWS) THAT ARE WITHIN CONTRACTOR SHALL REPLACE ALL TRAFFIC MARKINGS (STRIPING AND TRAFFIC ARROWS) THAT ARE WITHIN THE REPAIR WORK. THE CONTRACTOR SHALL DOCUMENT THE EXISTING LAYOUT PRIOR TO CONSTRUCTION, AND AT THE COMPLETION OF REPAIRS PROVIDE THE TRAFFIC MARKINGS TO MATCH SIZE AND LOCATION. REMOVE EXISTING PAINT BY SHOT-BLASTING.
1.NEW DRAIN(S) AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE DRAWINGS AND THE BUILDING NEW DRAIN(S) AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE DRAWINGS AND THE BUILDING CODE REQUIREMENTS. MAINTAIN THE EXISTING HEADROOM.
AutoCAD SHX Text
1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING MECHANICAL EQUIPMENT AND CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING MECHANICAL EQUIPMENT AND SERVICES WITHIN THE FACILITY. IF NECESSARY, REMOVE AND RE-INSTALL AFTER REPAIR IS COMPLETED. CONTRACTOR SHALL REVIEW ALL REPAIR AREAS PRIOR TO SUBMITTING A BID AND INCLUDE THE COST OF REMOVAL AND REPLACEMENT IN THE LUMP SUM BID. 2. SPECIAL CARE SHALL BE TAKEN TO PREVENT CLOGGING EXISTING DRAINS. SPECIAL CARE SHALL BE TAKEN TO PREVENT CLOGGING EXISTING DRAINS. 3. AFTER WORK IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY EXISTING DRAIN SYSTEMS AFTER WORK IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY EXISTING DRAIN SYSTEMS THAT HAVE BEEN CLOGGED BY CONSTRUCTION ACTIVITIES. 4. HIGH-PRESSURE WATER JET CLEAN ALL DRAINAGE PIPES (STORM AND SANITARY) WITHIN THE GARAGE AND HIGH-PRESSURE WATER JET CLEAN ALL DRAINAGE PIPES (STORM AND SANITARY) WITHIN THE GARAGE AND EXTENDING 5 FEET PAST THE FACE OF THE GARAGE. REPORT IMPENETRABLE BLOCKAGES, CRACKS, LEAKS, ETC. TO THE OWNER AND ENGINEER.
AutoCAD SHX Text
1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING ELECTRICAL LIGHTS, EMBEDDED CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING ELECTRICAL LIGHTS, EMBEDDED CONDUITS, SERVICE AND EQUIPMENT WITHIN THE FACILITY. IF NECESSARY, REMOVE AND RE-INSTALL AFTER REPAIR IS COMPLETED. CONTRACTOR SHALL REVIEW ALL REPAIR AREAS PRIOR TO SUBMITTING A BID AND INCLUDE THE COST OF REMOVAL AND REPLACEMENT IN THE BASE BID. 2. EMBEDDED CONDUITS WITHIN REPAIR AREA SHALL BE RE-LOCATED PRIOR TO DEMOLITION. EMBEDDED CONDUITS WITHIN REPAIR AREA SHALL BE RE-LOCATED PRIOR TO DEMOLITION. 3. CONSULT AN ELECTRICAL CONTRACTOR PRIOR TO ENGAGING THE RELOCATION OF REPAIR OF ANY ELECTRICAL CONSULT AN ELECTRICAL CONTRACTOR PRIOR TO ENGAGING THE RELOCATION OF REPAIR OF ANY ELECTRICAL EQUIPMENT. ELECTRICAL CONTRACTOR IS TO DETERMINE WHETHER ELECTRICAL EQUIPMENT IS LIVE, TRACE WHAT IT SERVICES, AND PROVIDE ADEQUATE SAFETY MEASURES.
AutoCAD SHX Text
M.MECHANICAL/PLUMBING/FIRE PROTECTION SYSTEM & EQUIPMENTMECHANICAL/PLUMBING/FIRE PROTECTION SYSTEM & EQUIPMENT
AutoCAD SHX Text
O.ELECTRICALELECTRICAL
AutoCAD SHX Text
F.MASONRY REPAIR/REPLACEMENT AND REPOINTING MASONRY REPAIR/REPLACEMENT AND REPOINTING
AutoCAD SHX Text
1. REFER TO SPECIFICATION SECTION 040120.63 FOR MASONRY REPAIR/REPLACEMENT REQUIREMENT. CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 040120.63 FOR MASONRY REPAIR/REPLACEMENT REQUIREMENT. CONTRACTOR SHALL NOTIFY ENGINEER IF DETERIORATED WALL TIES, CONCRETE OR OTHER MATERIALS ARE ENCOUNTERED AFTER DEMO IS COMPLETE. INCLUDE NEW GALVANIZED WALL TIES @ 16" O.C. VERTICALLY AND HORIZONTALLY IN MASONRY REPLACEMENT UNIT PRICE. 2. REFER TO SPECIFICATION SECTION 040120.64 FOR MASONRY REPOINTING REQUIREMENT. REFER TO SPECIFICATION SECTION 040120.64 FOR MASONRY REPOINTING REQUIREMENT. 3. MEET WITH ENGINEER PRIOR TO STARTING WORK TO AGREE ON EXTENT OF MASONRY REPAIR/REPLACEMENT AND MEET WITH ENGINEER PRIOR TO STARTING WORK TO AGREE ON EXTENT OF MASONRY REPAIR/REPLACEMENT AND REPOINTING.
AutoCAD SHX Text
1. MATERIAL PROPERTIES - MASONRY: MATERIAL PROPERTIES - MASONRY: PRISM STRENGTH OF UNIT MASONRY, f'm = 1500 psi. MORTAR TYPE "S" (ABOVE GRADE). 2. MINIMUM VERTICAL REINFORCEMENT FOR MASONRY WALLS SHALL BE #4@48"O.C. TYP. U.N. PROVIDE ONE #4 VERTICAL AT MINIMUM VERTICAL REINFORCEMENT FOR MASONRY WALLS SHALL BE #4@48"O.C. TYP. U.N. PROVIDE ONE #4 VERTICAL AT ALL CORNERS, AT EACH SIDE OF OPENINGS AND AT ENDS OF WALL. MASONRY WALLS SUBJECT TO VEHICULAR LOADING SHALL BE REINFORCED WITH #4@16" O.C., EXTENDED TO AT LEAST 2'-0" ABOVE FLOOR AND ALL CORES SHALL BE GROUTED SOLID UP TO 2'-0" ABOVE FLOOR. 3. HORIZONTAL JOINT REINFORCEMENT FOR MASONRY WALLS SHALL BE STANDARD WEIGHT, GALVANIZED SPACED @ 16" O.C. HORIZONTAL JOINT REINFORCEMENT FOR MASONRY WALLS SHALL BE STANDARD WEIGHT, GALVANIZED SPACED @ 16" O.C. TYP., U.N.O. PROVIDE ONE-PIECE PREFABRICATED UNITS SPACED @ 8" O.C. AT WALL CORNERS AND INTERSECTIONS. 4. PROVIDE CONTROL JOINTS IN MASONRY OR BRICK WALLS AT 20'-0" O.C. MAXIMUM, U.N.O. PROVIDE CONTROL JOINTS IN MASONRY OR BRICK WALLS AT 20'-0" O.C. MAXIMUM, U.N.O. 5. PAINT NEW MASONRY BLOCKS TO MATCH EXISTING MASONRY BLOCKS IN TEXTURE & COLOR.PAINT NEW MASONRY BLOCKS TO MATCH EXISTING MASONRY BLOCKS IN TEXTURE & COLOR.
AutoCAD SHX Text
G. CONCRETE MASONRY CONCRETE MASONRY
AutoCAD SHX Text
K.EXPANSION JOINT SYSTEMSEXPANSION JOINT SYSTEMS
AutoCAD SHX Text
1. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE EXPANSION JOINT SYSTEM AND INSTALLATION REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE EXPANSION JOINT SYSTEM AND INSTALLATION 079020 FOR ACCEPTABLE EXPANSION JOINT SYSTEM AND INSTALLATION FOR ACCEPTABLE EXPANSION JOINT SYSTEM AND INSTALLATION PROCEDURES. 2. JOINT EDGES AND BLOCKOUTS SHALL BE SANDBLASTED OR PREPARED ACCORDING TO THE MANUFACTURER'S JOINT EDGES AND BLOCKOUTS SHALL BE SANDBLASTED OR PREPARED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS PRIOR TO THE EXPANSION JOINT APPLICATION.
AutoCAD SHX Text
L.PENETRATING SEALERPENETRATING SEALER
AutoCAD SHX Text
1. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE PENETRATING SEALERS. REFER TO SPECIFICATION SECTION 079020 FOR ACCEPTABLE PENETRATING SEALERS. 079020 FOR ACCEPTABLE PENETRATING SEALERS. FOR ACCEPTABLE PENETRATING SEALERS. 2. PROVIDE SURFACE PREPARATION OF THE FLOOR SLABS BY METHODS WHICH CAN BE PERFORMED WITHOUT PROVIDE SURFACE PREPARATION OF THE FLOOR SLABS BY METHODS WHICH CAN BE PERFORMED WITHOUT DAMAGING EXISTING CONCRETE SURFACES. 3. THE PENETRATING SEALER BE APPLIED IN ACCORDANCE WITH SPECIFICATION SECTION 079020. THE FLOOR THE PENETRATING SEALER BE APPLIED IN ACCORDANCE WITH SPECIFICATION SECTION 079020. THE FLOOR 079020. THE FLOOR . THE FLOOR COVERAGE RATE SPECIFIED IS MINIMUM REQUIREMENT AND SHALL BE SATISFIED ON A BAY-BY-BAY BASIS. THE APPLICATION OF THE PENETRATING SEALER SHALL BE INSPECTED BY MANUFACTURER'S REPRESENTATIVE AND ANY ASSOCIATED COSTS SHALL BE INCLUDED WITHIN THE BID.
AutoCAD SHX Text
Q. ADHESIVE AND EXPANSION ANCHORS / DOWELS ADHESIVE AND EXPANSION ANCHORS / DOWELS
AutoCAD SHX Text
1. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR EQUAL, U.N.O. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR EQUAL, U.N.O. 2. ADHESIVE ANCHORS SHALL BE HILTI HIT HY 200 OR EQUAL, U.N.O. ADHESIVE ANCHORS SHALL BE HILTI HIT HY 200 OR EQUAL, U.N.O. 3. WHEN INSTALLING ANCHORS IN EXISTING CONCRETE OR MASONRY, EXERCISE CAUTION TO WHEN INSTALLING ANCHORS IN EXISTING CONCRETE OR MASONRY, EXERCISE CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING. 4. PREPARATION AND INSTALLATION OF THE ANCHORS / DOWELS SHALL BE IN ACCORDANCE PREPARATION AND INSTALLATION OF THE ANCHORS / DOWELS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS. THE INSTALLATION SHALL BE INSPECTED BY MANUFACTURER'S REPRESENTATIVES AND ANY ASSOCIATED COSTS SHALL BE INCLUDED WITHIN THE BID.
AutoCAD SHX Text
T. PHASING OF WORK PHASING OF WORK
AutoCAD SHX Text
1. BIDDERS SHALL INCLUDE A PRELIMINARY PROPOSED PHASING PLAN WITH THEIR BID. THE BIDDERS SHALL INCLUDE A PRELIMINARY PROPOSED PHASING PLAN WITH THEIR BID. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT THE MAXIMUM NUMBER OF PARKING SPACES DISPLACED AT ANY GIVEN TIME DURING CONSTRUCTION DOES NOT EXCEED 40 STALLS, U.N.O. 2. THE SUCCESSFUL CONTRACTOR SHALL SUBMIT ITS PROPOSED PHASING PLAN FOR APPROVAL. THE THE SUCCESSFUL CONTRACTOR SHALL SUBMIT ITS PROPOSED PHASING PLAN FOR APPROVAL. THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE ENGINEER AND THE OWNER WHILE DEVELOPING, MAINTAINING, AND REVISING THE PHASING PLAN AS REQUIRED. 3. THE INTENT OF THE CONTRACTOR'S PHASING PLAN SHOULD BE TO DIVIDE THE WORK INTO THE THE INTENT OF THE CONTRACTOR'S PHASING PLAN SHOULD BE TO DIVIDE THE WORK INTO THE LEAST NUMBER OF PHASES WHILE MAINTAINING VEHICLE ACCESSIBILITY TO ALL AREAS THAT ARE NOT BEING WORKED ON. RAMPS ARE ASSUMED TO BE ABLE TO BE SPLIT INTO TWO PHASES. FLAGMEN SHALL BE PROVIDED AS REQUIRED BASED ON THE CONTRACTOR'S APPROVED PHASING PLAN. 4. WORK AT RAMPS AND OTHER HIGH-VOLUME AREAS IS TO BE COMPLETED ON WEEKENDS. WORK WORK AT RAMPS AND OTHER HIGH-VOLUME AREAS IS TO BE COMPLETED ON WEEKENDS. WORK AT ENTRY AND EXIT LANES SHALL BE PERFORMED ON WEEKENDS. ALL OTHER WORK CAN BE COMPLETED EITHER DURING THE DAY OR AT NIGHT, UNLESS NOTED OTHERWISE BY THE OWNER OR GARAGE OPERATOR OR BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. COMPLY WITH WORK HOUR RESTRICTIONS AND NOISE ORDINANCE OF THE AUTHORITY HAVING JURISDICTION. 5. THE CONTRACTOR SHOULD COORDINATE THE SHUTDOWN OF AREAS FOR THE APPLICATION OF THE CONTRACTOR SHOULD COORDINATE THE SHUTDOWN OF AREAS FOR THE APPLICATION OF WATERPROOFING MATERIALS WITH THE EXTENDED WEATHER FORECAST TO AVOID WEATHER-RELATED DELAYS. 6. PARKING BELOW DEMOLITION WORK AND/OR STRUCTURAL REPAIRS SHALL BE TAKEN OUT OF PARKING BELOW DEMOLITION WORK AND/OR STRUCTURAL REPAIRS SHALL BE TAKEN OUT OF SERVICE UNTIL REPAIRS ARE COMPLETED. 7. REFER TO SPECIFICATION SECTION 011000 SUMMARY FOR ADDITIONAL REQUIREMENTS AND REFER TO SPECIFICATION SECTION 011000 SUMMARY FOR ADDITIONAL REQUIREMENTS AND RESTRICTIONS.
AutoCAD SHX Text
R. EMBEDDED GALVANIC ANODES EMBEDDED GALVANIC ANODES
AutoCAD SHX Text
1.CONTRACTOR SHALL ONLY ORDER 10% OF REQUIRED ANODES AT BEGINNING OF PROJECT ONCE CONTRACTOR SHALL ONLY ORDER 10% OF REQUIRED ANODES AT BEGINNING OF PROJECT ONCE SUBMITTAL HAS BEEN APPROVED BY ENGINEER. ENGINEER WILL GIVE DIRECTION FOR THE CONTRACTOR TO ORDER ADDITIONAL ANODES AFTER THEIR USE AND NECESSITY HAS BEEN IDENTIFIED DURING THE EARLY STAGES OF THE REPAIR WORK. CONTRACTOR TO INFORM ENGINEER IF A LONG LEAD TIME IS EXPECTED ON THE ANODE ORDERS.
AutoCAD SHX Text
1. REFER TO SPECIFICATION SECTION 039300 AND EPOXY INJECTION REPAIR DETAIL 4/R4.1 FOR ADDITIONAL REQUIREMENTS. REFER TO SPECIFICATION SECTION 039300 AND EPOXY INJECTION REPAIR DETAIL 4/R4.1 FOR ADDITIONAL REQUIREMENTS. 039300 AND EPOXY INJECTION REPAIR DETAIL 4/R4.1 FOR ADDITIONAL REQUIREMENTS. AND EPOXY INJECTION REPAIR DETAIL 4/R4.1 FOR ADDITIONAL REQUIREMENTS. 4/R4.1 FOR ADDITIONAL REQUIREMENTS. FOR ADDITIONAL REQUIREMENTS. 2. USE APPROPRIATE METHODS AND PLACEMENT OF INJECTION PORTS TO ASSURE COMPLETE COVERAGE OF CRACKS. REVIEW USE APPROPRIATE METHODS AND PLACEMENT OF INJECTION PORTS TO ASSURE COMPLETE COVERAGE OF CRACKS. REVIEW PREPARED CRACK & REPAIR PROCEDURES ON-SITE W/ ENGINEER & OWNER'S INSPECTION AGENCY PRIOR TO INJECTION OF 1ST CRACK. 3. CRACK REPAIR MATERIALS: CRACK REPAIR MATERIALS: a. TYPE EI - CRACKS BETWEEN " & ": PRESSURE INJECT CRACKS W/ A HIGH-STRENGTH, VERY-LOW-VISCOSITY TYPE EI - CRACKS BETWEEN " & ": PRESSURE INJECT CRACKS W/ A HIGH-STRENGTH, VERY-LOW-VISCOSITY 132" & ": PRESSURE INJECT CRACKS W/ A HIGH-STRENGTH, VERY-LOW-VISCOSITY 14": PRESSURE INJECT CRACKS W/ A HIGH-STRENGTH, VERY-LOW-VISCOSITY STRUCTURAL EPOXY (SIKADUR 35 HI-MOD LV, SIKADUR 52 OR EQUAL). SEAL CRACKS PRIOR TO INJECTION W/ SIKADUR 31 HI-MOD GEL OR EQUAL. b. TYPE EIW - WET NON-STRUCTURAL WALL CRACKS: INJECT WITH HYDROPHILIC GROUT (SIKAFIX HH HYDROPHILIC, TYPE EIW - WET NON-STRUCTURAL WALL CRACKS: INJECT WITH HYDROPHILIC GROUT (SIKAFIX HH HYDROPHILIC, SIKAFIX HH LV OR SIKAFIX HH PLUS). INSTALL PER MANUFACTURER'S REQUIREMENTS.
AutoCAD SHX Text
I.EPOXY INJECTIONEPOXY INJECTION
AutoCAD SHX Text
A. DO NOT CUT, DRILL, OR CORE THROUGH ANY STRUCTURAL ELEMENT WITHOUT PRIOR WRITTEN DO NOT CUT, DRILL, OR CORE THROUGH ANY STRUCTURAL ELEMENT WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER, U.N.O. B. THE CONTRACTOR SHALL SCAN THE CONCRETE AT ALL LOCATIONS OF PROPOSED CUTS AND THE CONTRACTOR SHALL SCAN THE CONCRETE AT ALL LOCATIONS OF PROPOSED CUTS AND PENETRATIONS TO LOCATE AND MARK ALL EMBEDDED OBJECTS INCLUDING BUT NOT LIMITED TO REINFORCING, PRESTRESS OR POST-TENSION STRANDS, CONNECTIONS, ELECTRICAL CONDUIT, AND ANY OTHER HARDWARE/EQUIPMENT. SCANNING SHALL BE PERFORMED BY A CERTIFIED TECHNICIAN USING A PACHOMETER OR GROUND PENETRATING RADAR (GPR) TYPE SCANNER. CALIBRATE THE SCANNER AT THE BEGINNING OF EACH SHIFT AND WHEN CONDITIONS CHANGE. LOCATE AT LEAST THREE REINFORCING BARS USING THE SCANNER, AND HAMMER DRILL TEST HOLES TO DETERMINE DEPTH OF COVER. CALIBRATE SCANNER USING THE DEPTH OF COVER MEASUREMENTS. C. ADJUST LOCATIONS OF CUTS AND PENETRATIONS AS REQUIRED TO AVOID EMBEDDED OBJECTS. ADJUST LOCATIONS OF CUTS AND PENETRATIONS AS REQUIRED TO AVOID EMBEDDED OBJECTS. D. SUBMIT SCANNING REPORT(S), INCLUDING PHOTOGRAPHS AND SCALED DRAWINGS AND/OR SUBMIT SCANNING REPORT(S), INCLUDING PHOTOGRAPHS AND SCALED DRAWINGS AND/OR SKETCHES, TO ARCHITECT/ENGINEER FOR APPROVAL. ALLOW SEVEN DAYS FOR ARCHITECT/ENGINEER TO REVIEW AND APPROVE OR COMMENTS ON THE PROPOSED CUTS AND PENETRATIONS. ADJUST THE LOCATIONS AS DIRECTED BY THE ARCHITECT/ENGINEER. E. USE HAMMER DRILLS WHEN POSSIBLE; DO NOT CORE DRILL UNLESS THE SCANNING OPERATION USE HAMMER DRILLS WHEN POSSIBLE; DO NOT CORE DRILL UNLESS THE SCANNING OPERATION HAS CLEARLY SHOWN THAT THE AREA IS FREE OF EMBEDDED OBJECTS. F. DO NOT CUT THROUGH OR DAMAGE THE EMBEDDED OBJECTS INCLUDING BUT NOT LIMITED TO DO NOT CUT THROUGH OR DAMAGE THE EMBEDDED OBJECTS INCLUDING BUT NOT LIMITED TO REINFORCING, PRESTRESS OR POST-TENSION STRANDS, CONNECTIONS, ELECTRICAL CONDUIT, AND ANY OTHER HARDWARE/EQUIPMENT.
AutoCAD SHX Text
U.EXAMINATION PRIOR TO CUTTING, DRILLING, AND CORING THROUGH STRUCTUREEXAMINATION PRIOR TO CUTTING, DRILLING, AND CORING THROUGH STRUCTURE
AutoCAD SHX Text
2. CONTRACTOR SHALL SUBMIT MIX DESIGN FOR ENGINEER'S APPROVAL. ADMIXTURES SHALL NOT BE CONTRACTOR SHALL SUBMIT MIX DESIGN FOR ENGINEER'S APPROVAL. ADMIXTURES SHALL NOT BE CHANGED FROM THE APPROVED MIX DESIGN WITHOUT THE ENGINEER'S APPROVAL. 3. CONFORM TO THE REQUIREMENTS OF ACI 301 AND ACI 318, LATEST EDITION. CONFORM TO THE REQUIREMENTS OF ACI 301 AND ACI 318, LATEST EDITION. 4. THE FIELD QUALITY CONTROL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY THE FIELD QUALITY CONTROL TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY HIRED BY OWNER: AIR ENTRAINMENT AND SLUMP TESTS FOR EVERY BATCH. COMPRESSION STRENGTH TESTS ON EVERY 50 C.Y. POUR AND IN ACCORDANCE WITH ACI 318, LATEST EDITION. 5. PREPARE THE SCARIFIED CONCRETE SUBSTRATE TO RECEIVE NEW REPAIR MORTAR/CONCRETE, INCLUDING PREPARE THE SCARIFIED CONCRETE SUBSTRATE TO RECEIVE NEW REPAIR MORTAR/CONCRETE, INCLUDING APPLYING APPLICABLE BONDING AGENT OR PREPARING THE SURFACE TO A SATURATED SURFACE DRY (AS DEFINED BY ICRI). IF A MORTAR SCRUB COAT IS USED, COMPLY WITH ICRI AND THE MANUFACTURER'S RECOMMENDATIONS. IF A BONDING AGENT IS USED ASSURE THAT CONCRETE IS PLACED WITHIN THE OPEN TIME AS DOCUMENTED BY THE MANUFACTURER, WITH CONSIDERATION OF TEMPERATURE AND HUMIDITY. 6. CONCRETE SHALL BE CONSOLIDATED AND CURED PER SPECIFICATIONS. IF CURING COMPOUND IS USED, IT CONCRETE SHALL BE CONSOLIDATED AND CURED PER SPECIFICATIONS. IF CURING COMPOUND IS USED, IT SHALL BE REMOVED BY WATER-BLASTING OR SHOT-BLASTING PRIOR TO THE APPLICATION OF SURFACE WATERPROOFING MEASURES. 7. FOR CONCRETE REPAIRS LESS THAN OR EQUAL TO 3 INCHES THICK, USE CEMENTITIOUS PATCHING FOR CONCRETE REPAIRS LESS THAN OR EQUAL TO 3 INCHES THICK, USE CEMENTITIOUS PATCHING MATERIAL PER SPECIFICATION SECTION 039300. 039300. .
REPAIR ITEMS UNIT OFMEASURE
TOTAL BASE BIDQUANTITIES
PHASE I PHASE II PHASE III REPAIRREFERENCE
UNIT PRICENUMBER
NOTES
PFR PARTIAL DEPTH FLOOR REPAIR SF 1921 1058 863 - 1/R4.1 1SFR SHALLOW DEPTH FLOOR REPAIR SF 15 6 9 - 4/R4.2 2FFR FULL DEPTH FLOOR REPAIR* SF 150 100 50 - 5/R4.2 3OSR OVERHEAD SURFACE REPAIR SF 679 30 649 - 2/R4.2 4OBR OVERHEAD BEAM REPAIR SF 156 15 141 - 3/R4.2 5VR VERTICAL REPAIR SF 126 9 75 42 2/R4.1 6
THE FOLLOWING INFORMATION SHALL BE USED BY THE BIDDER FOR ASSISTANCE IN PREPARING THE BID. THE ITEMS NOTED AS UNIT PRICE WORK SHALL BE BID IN ACCORDANCE WITH THE QUANTITIES SHOWN FOR THE BASE BID. THE CONTRACT PRICE WILL BE ADJUSTED TO REFLECT THE ACTUAL QUANTITY OF WORK PERFORMED. THE UNIT PRICES WILL BE USED TO INCREASE OR DECREASE THE CONTRACT SUM. THE REPAIR AREAS INDICATED ON THE DRAWINGS ARE A GENERAL INDICATION OF WHERE THE ENGINEER'S SURVEYS HAVE NOTED POSSIBLE REPAIR LOCATIONS. THE CONTRACTOR SHALL NOT MAKE ANY ASSUMPTIONS OF REPAIR LOCATIONS, SIZES, OR OVERALL QUANTITIES BASED UPON THE INFORMATION ON PLANS. THE PROCEDURE FOR DETERMINING THE REPAIR LOCATIONS ARE EXPLAINED IN THE GENERAL NOTES AND SPECIFICATIONS. ALL WORK SHALL BE PERFORMED BASED ON THE GENERAL CONDITIONS SET FORTH IN THE PROJECT SPECIFICATIONS. * THE CONTINGENT REPAIR QUANTITIES ARE INCLUDED IN THE TOTAL BASE BID QUANTITY. THE EXACT LOCATION AND QUANTITIES OF REPAIRS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. CONTRACTOR SHALL ONLY ORDER 10% OF REQUIRED MATERIALS AT BEGINNING OF PROJECT ONCE SUBMITTAL HAS BEEN APPROVED BY ENGINEER. CONTRACTOR SHALL ORDER ADDITIONAL MATERIALS AFTER THEIR USE AND NECESSITY HAS BEEN IDENTIFIED DURING THE EARLY STAGES OF THE REPAIR WORK. CONTRACTOR TO INFORM THE ENGINEER/OWNER IF A LONG LEAD TIME IS EXPECTED ON THE MATERIAL ORDERS.
AutoCAD SHX Text
A.B. ANCHOR BOLTS ANCHOR BOLTS A.F.F. ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ALT. ALTERNATE ALTERNATE ARCH. ARCHITECT ARCHITECT BET. BETWEEN BETWEEN BIT. BITUMINOUS BITUMINOUS BOTT. BOTTOM BOTTOM BRG. BEARING BEARING C.I.P. CAST-IN-PLACE CAST-IN-PLACE C.J. CONTROL JOINT/ CONTROL JOINT/ CONSTRUCTION JOINT CL./CLR. CLEAR CLEAR C.M. CONSTRUCTION MANAGER CONSTRUCTION MANAGER C.M.U. CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL. COLUMN COLUMN CONC. CONCRETE CONCRETE CONN. CONNECTION CONNECTION CONT. CONTINUOUS CONTINUOUS CONTR. CONTRACTOR CONTRACTOR D.B.A. DEFORMED BAR ANCHOR DEFORMED BAR ANCHOR DET. DETAIL DETAIL DIA. DIAMETER DIAMETER DIM. DIMENSION DIMENSION DN. DOWN DOWN DWG(S). DRAWING(S) DRAWING(S) (E) EXISTING EXISTING EA. EACH EACH E.B.F. ELEVATION BOTTOM OF FOOTING ELEVATION BOTTOM OF FOOTING E.B.P. ELEVATION BOTTOM OF PIER ELEVATION BOTTOM OF PIER E.F. EACH FACE EACH FACE E.F.G. ELEVATION FINISHED GRADE ELEVATION FINISHED GRADE E.J. EXPANSION JOINT EXPANSION JOINT EL./ELEV. ELEVATION ELEVATION ELEC. ELECTRICAL ELECTRICAL EOS EDGE OF SLAB EDGE OF SLAB E.T.B. ELEVATION TOP OF BEAM ELEVATION TOP OF BEAM E.T.C. ELEVATION TOP OF PILE OR ELEVATION TOP OF PILE OR DRILLED PIER CAP E.T.F. ELEVATION TOP OF FOOTING ELEVATION TOP OF FOOTING E.T.L. ELEVATION TOP OF LEDGE ELEVATION TOP OF LEDGE E.T.P. ELEVATION TOP OF PIER ELEVATION TOP OF PIER E.T.P/C. ELEVATION TOP OF PRECAST ELEVATION TOP OF PRECAST E.T.S. ELEVATION TOP OF SLAB ELEVATION TOP OF SLAB E.T.W. ELEVATION TOP OF WALL ELEVATION TOP OF WALL E.W. EACH WAY EACH WAY E.W.E.F. EACH WAY, EACH FACE EACH WAY, EACH FACE E.W.P. ELEVATION WORKING POINT ELEVATION WORKING POINT EXT. EXTERIOR EXTERIOR F.D. FLOOR DRAIN FLOOR DRAIN F.E. FIRE EXTINGUISHER FIRE EXTINGUISHER F.F. FAR FACE FAR FACE FDN. FOUNDATION FOUNDATION FIN. FINISH FINISH FL./FLR. FLOOR FLOOR FTG. FOOTING FOOTING GA. GAUGE GAUGE GALV. GALVANIZED GALVANIZED G.B. GRADE BEAM GRADE BEAM G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GR. GRADE GRADE G.W.B. GYPSUM WALL BOARD GYPSUM WALL BOARD H.A.S. HEADED ANCHOR STUDS HEADED ANCHOR STUDS H.M. HOLLOW METAL HOLLOW METAL HOR. HORIZONTAL HORIZONTAL HT. HEIGHT HEIGHT H.V.A.C. HEATING, VENTILATION HEATING, VENTILATION & AIR CONDITIONING I.D. INSIDE DIAMETER INSIDE DIAMETER INFO. INFORMATION INFORMATION INSUL. INSULATION INSULATION INT. INTERIOR INTERIOR INV. INVERT INVERT JT. JOINT JOINT LBS. POUNDS POUNDS LIN. LINEAL LINEAL MAX. MAXIMUM MAXIMUM MECH. MECHANICAL MECHANICAL MFR. MANUFACTURER MANUFACTURER MIN. MINIMUM MINIMUM MISC. MISCELLANEOUS MISCELLANEOUS MSB MEDIUM SAND BLAST MEDIUM SAND BLAST MTL. METAL METAL (N) NEW NEW N.F. NEAR FACE NEAR FACE N.I.C. NOT IN CONTRACT NOT IN CONTRACT N.S.N.S. NON-SHRINK, NON-STAIN NON-SHRINK, NON-STAIN N.T.S. NOT TO SCALE NOT TO SCALE O.C., O/C ON CENTERS ON CENTERS O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER O.H. OPPOSITE HAND OPPOSITE HAND P/C PRECAST CONCRETE PRECAST CONCRETE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT P/T POST-TENSIONED POST-TENSIONED R.D. ROOF DRAIN ROOF DRAIN REINF. REINFORCEMENT/REINFORCING REINFORCEMENT/REINFORCING REQ'D REQUIRED REQUIRED RM. ROOM ROOM R.O. ROUGH OPENING ROUGH OPENING SCHED. SCHEDULE SCHEDULE SECT. SECTION SECTION SHT. SHEET SHEET SIM. SIMILAR SIMILAR S.O.G. SLAB-ON-GRADE SLAB-ON-GRADE SPECS. SPECIFICATIONS SPECIFICATIONS SQ. SQUARE SQUARE STD. STANDARD STANDARD STL. STEEL STEEL T & B TOP AND BOTTOM TOP AND BOTTOM T.B.D. TO BE DETERMINED TO BE DETERMINED TYP. TYPICAL TYPICAL U.N. UNLESS NOTED UNLESS NOTED VERT. VERTICAL VERTICAL V.I.F. VERIFY IN FIELD VERIFY IN FIELD W/ WITH WITH W/O WITHOUT WITHOUT W.P. WORKING POINT WORKING POINT WT. WEIGHT WEIGHT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WWR WELDED WIRE REINFORCEMENTWELDED WIRE REINFORCEMENT
AutoCAD SHX Text
V.ABBREVIATIONSABBREVIATIONS
AutoCAD SHX Text
SCOPE OF WORK TABLE NOTES
AutoCAD SHX Text
1. REPAIR QUANTITIES IN THE BASE BID TABLE HAVE INCLUDED THE CONTINGENCIES FOR SOME REPAIR ITEMS AND REPAIR QUANTITIES IN THE BASE BID TABLE HAVE INCLUDED THE CONTINGENCIES FOR SOME REPAIR ITEMS AND FINAL REPAIR QUANTITIES SHALL BE FIELD VERIFIED AND APPROVED BY THE ENGINEER. 2. INCLUDE COST OF GALVANIC ANODES IN UNIT PRICES OF REPAIR TYPES "PFR", "SFR" AND "FFR", TYP. INCLUDE COST OF GALVANIC ANODES IN UNIT PRICES OF REPAIR TYPES "PFR", "SFR" AND "FFR", TYP. 3. TRAFFIC DECK COATING-URETHANE: REMOVE EXISTING DELAMINATED TRAFFIC DECK COATING AND INSTALL NEW TRAFFIC DECK COATING-URETHANE: REMOVE EXISTING DELAMINATED TRAFFIC DECK COATING AND INSTALL NEW TRAFFIC DECK COATING-URETHANE SYSTEM. THE PROPER SURFACE PREPARATION SHALL BE PERFORMED PRIOR TO INSTALLATION OF URETHANE TRAFFIC BEARING MEMBRANE SYSTEM.
AutoCAD SHX Text
LUMP SUM WORK ITEMS
AutoCAD SHX Text
1. GENERAL CONDITIONS (REFER TO PROJECT SPECIFICATIONS.) GENERAL CONDITIONS (REFER TO PROJECT SPECIFICATIONS.) 2. CLEAN ALL EXPANSION JOINT SEALS AND REMOVE DEBRIS, DUST, SAND, ETC. FROM CORRUGATED GAPS IN CLEAN ALL EXPANSION JOINT SEALS AND REMOVE DEBRIS, DUST, SAND, ETC. FROM CORRUGATED GAPS IN EXPANSION JOINT CELLS. 3. CLEAN THE ENTIRE DRAINAGE SYSTEM (DRAINS AND PIPING) WITHIN THE GARAGE FOOTPRINT. CLEAN THE ENTIRE DRAINAGE SYSTEM (DRAINS AND PIPING) WITHIN THE GARAGE FOOTPRINT. 4. RETENSION ALL LOOSE BARRIER CABLES. RETENSION ALL LOOSE BARRIER CABLES. 5. INCLUDE 50 LF OF ELECTRICAL CONDUIT AND WIRING FOR INTERIOR AND EXTERIOR LIGHT FIXTURE INSTALLATION.INCLUDE 50 LF OF ELECTRICAL CONDUIT AND WIRING FOR INTERIOR AND EXTERIOR LIGHT FIXTURE INSTALLATION.
AutoCAD SHX Text
1. OWNER SHALL PROVIDE ALL LIGHTING FIXTURE, AND CONTRACTOR WILL INSTALL THEM AT LOCATIONS PROVIDED BY OWNER SHALL PROVIDE ALL LIGHTING FIXTURE, AND CONTRACTOR WILL INSTALL THEM AT LOCATIONS PROVIDED BY OWNER. 2. IG-JBWT MOUNTS WITH IG-NM-5S-A-40K-UL-WT LUMINAIRE ARE TO BE INSTALLED ON THE MIDDLE AND LOWER IG-JBWT MOUNTS WITH IG-NM-5S-A-40K-UL-WT LUMINAIRE ARE TO BE INSTALLED ON THE MIDDLE AND LOWER LEVEL OF THE GARAGE, AND IVAT4-130LPA740ZU OUTSIDE POLE LIGHT FIXTURES ARE TO BE INSTALLED ON THE TOP LEVEL.
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. INSTALL GALVANIC ANODES AT THE PERIMETER OF ALL REPAIR PATCHES PER SPEC SECTION 039000 AND INSTALL GALVANIC ANODES AT THE PERIMETER OF ALL REPAIR PATCHES PER SPEC SECTION 039000 AND MANUFACTURER'S RECOMMENDATIONS. VERIFY CONTINUITY & PROVIDE ADEQUATE CONCRETE COVER FOR GALVANIC ANODES. ANODES ARE NOT INCLUDED IN THE UNIT PRICE. 3. SURFACE TREATMENT NOTE: PENETRATING SEALER, PENETRATING CORROSION INHIBITING TREATMENT, TRAFFIC SURFACE TREATMENT NOTE: PENETRATING SEALER, PENETRATING CORROSION INHIBITING TREATMENT, TRAFFIC DECK MEMBRANE AND/OR OTHER SURFACE TREATMENT AS INDICATED AND APPLIED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS AND SPECIFICATIONS. IF SURFACE TREATMENT IS NOT INDICATED, APPLY PENETRATING SEALER TO THE REPAIR AND EXTEND 6" MIN. BEYOND PERIMETER OF REPAIR. 4. DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE REPAIRED PER REPAIR TYPES PTAI, PTAE, PTR, AND PTS AS APPROPRIATE. 5. DO NOT UNDERCUT P/T TENDONS WITHOUT ENGINEER'S APPROVAL.DO NOT UNDERCUT P/T TENDONS WITHOUT ENGINEER'S APPROVAL.
AutoCAD SHX Text
UNDERCUT REINF. PER TYPICAL CONCRETE REMOVAL DETAIL
GALVANIC ANODES SPACED AT 18" O.C. MAX. AROUND THE PERIMETER OF ALL NEW PATCHES, TYP.
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
90°, TYP.
AutoCAD SHX Text
REFER TO SURFACE TREATMENT NOTE.
AutoCAD SHX Text
TOOLED JOINT WITH SEALANT AROUND PERIMETER, SEE TYPICAL CONTROL JOINT DETAIL
AutoCAD SHX Text
VERTICAL SURFACE
AutoCAD SHX Text
SHOTCRETE, TROWEL APPLIED REPAIR MORTAR, FORMED AND PUMPED CONCRETE, OR APPROVED METHOD AT CONTRACTOR'S OPTION
AutoCAD SHX Text
SAWCUT PERIMETER FOR APPLICATION OF REPAIR MORTAR; PROVIDE 45° BEVELED EDGE FORSHOTCRETE AT CONTRACTOR'S OPTION, TYP.
AutoCAD SHX Text
CORRODED OR UNBONDED REINF.
AutoCAD SHX Text
APPLY BONDING AGENT, TYP.
AutoCAD SHX Text
SQUARE OFF PERIMETER OF REPAIR, TYP.
AutoCAD SHX Text
UNDERCUT ALL REINF. PER TYPICAL CONCRETE REMOVAL DETAIL
AutoCAD SHX Text
EDGE OF SOUND CONCRETE
AutoCAD SHX Text
W.W.R. 4x4-W2.9xW2.9
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES.
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. UNIT OF REPAIR AREA = (A) x LENGTH OF REPAIR = SFUNIT OF REPAIR AREA = (A) x LENGTH OF REPAIR = SF
AutoCAD SHX Text
EDGE OF SOUND CONCRETE
AutoCAD SHX Text
APPLY BONDING AGENT, TYP.
AutoCAD SHX Text
FLOOR SURFACE
AutoCAD SHX Text
SAWCUT PERIMETER FOR APPLICATION OF REPAIR MORTAR
AutoCAD SHX Text
PROVIDE NEW COVE SEALANT
AutoCAD SHX Text
PROVIDE ANCHORS WHERE UNSOUND CONC. WIDTH IS GREATER THAN 4"
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
REPAIR DETAIL GENERAL NOTES: 1. REFER TO SHEET R0.1 FOR GENERAL NOTES. REFER TO SHEET R0.1 FOR GENERAL NOTES. 2. REFER TO RESTORATION PLANS FOR APPROXIMATE SIZE AND LOCATIONS OF REPAIR AREAS. REFER TO RESTORATION PLANS FOR APPROXIMATE SIZE AND LOCATIONS OF REPAIR AREAS. 3. DETAILS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. EXACT CONDITIONS VARY (i.e. DIMENSIONS, REBAR, DETAILS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. EXACT CONDITIONS VARY (i.e. DIMENSIONS, REBAR, ANODES, ETC.). 4. TYPICAL CONCRETE REPAIR PROCEDURES ARE AS FOLLOWS, U.N.O.: TYPICAL CONCRETE REPAIR PROCEDURES ARE AS FOLLOWS, U.N.O.: A. THE DRAWINGS INDICATE THE AREAS THAT HAVE BEEN DETERMINED TO REQUIRE REPAIR PER ENGINEER'S FIELD THE DRAWINGS INDICATE THE AREAS THAT HAVE BEEN DETERMINED TO REQUIRE REPAIR PER ENGINEER'S FIELD SURVEY. CONTRACTOR SHALL SOUND SURFACES WITH HAMMER, ROD, CHAIN, OR APPROPRIATE TOOL TO DETECT DELAMINATION EXTENTS. SEE "GENERAL SURFACE PREPARATION" ON SHEET R0.1. B. SAWCUT " MAX. PERIMETER OF REPAIR AREAS TO AVOID CUTTING REINFORCEMENT. SAWCUT " MAX. PERIMETER OF REPAIR AREAS TO AVOID CUTTING REINFORCEMENT. 12" MAX. PERIMETER OF REPAIR AREAS TO AVOID CUTTING REINFORCEMENT. C. REMOVE DELAMINATED CONCRETE TO SOUND CONCRETE. IF REINFORCEMENT IS GREATER THAN HALF EXPOSED, REMOVE DELAMINATED CONCRETE TO SOUND CONCRETE. IF REINFORCEMENT IS GREATER THAN HALF EXPOSED, DEBONDED FROM CONCRETE, OR CORRODED, UNDERCUT REINFORCEMENT " OR " LARGER THAN THE 34" OR " LARGER THAN THE 14" LARGER THAN THE LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER, U.N.O. SEE TYPICAL CONCRETE REMOVAL DETAIL FOR CLARIFICATION. UNDERCUT REINFORCEMENT AT ALL VERTICAL AND OVERHEAD REPAIRS. D. CARE SHALL BE TAKEN NOT TO BREAK NON-CORRODED REINFORCEMENT BOND TO SURROUNDING CONCRETE. CARE SHALL BE TAKEN NOT TO BREAK NON-CORRODED REINFORCEMENT BOND TO SURROUNDING CONCRETE. IF BOND IS BROKEN, UNDERCUTTING OF THE REINFORCEMENT IS REQUIRED. E. PROVIDE RIGHT ANGLE CUTS / SQUARE OFF ENDS ALONG PERIMETER OF REPAIR AREAS. PROVIDE RIGHT ANGLE CUTS / SQUARE OFF ENDS ALONG PERIMETER OF REPAIR AREAS. F. CLEAN SURFACE FREE OF DUST, LAITANCE, AND OTHER INHIBITING MATERIALS AS INDICATED UNDER "GENERAL CLEAN SURFACE FREE OF DUST, LAITANCE, AND OTHER INHIBITING MATERIALS AS INDICATED UNDER "GENERAL SURFACE PREPARATION" ON SHEET R0.1. G. DAMAGED REINFORCEMENT WITH SECTION LOSS LESS THAN 20% SHALL BE PREPARED AS INDICATED UNDER DAMAGED REINFORCEMENT WITH SECTION LOSS LESS THAN 20% SHALL BE PREPARED AS INDICATED UNDER "GENERAL SURFACE PREPARATION" ON SHEET R0.1. H. DAMAGED REINFORCEMENT WITH SECTION LOSS GREATER THAN 20% SHALL BE SUPPLEMENTED AND DEVELOPED DAMAGED REINFORCEMENT WITH SECTION LOSS GREATER THAN 20% SHALL BE SUPPLEMENTED AND DEVELOPED INTO EXISTING REINFORCEMENT. ADDITIONAL REINFORCEMENT SHALL BE SUPPLIED AT UNIT COST, U.N.O. I. ALL EXISTING EXPOSED STEEL SHALL BE COATED WITH STEEL CORROSION INHIBITING TREATMENT IN ALL EXISTING EXPOSED STEEL SHALL BE COATED WITH STEEL CORROSION INHIBITING TREATMENT IN ACCORDANCE WITH SPECIFICATION SECTION 039300. J. PREPARE THE SCARIFIED CONCRETE SUBSTRATE TO RECEIVE NEW REPAIR MORTAR/CONCRETE, INCLUDING PREPARE THE SCARIFIED CONCRETE SUBSTRATE TO RECEIVE NEW REPAIR MORTAR/CONCRETE, INCLUDING APPLYING APPLICABLE BONDING AGENT OR PREPARING THE SURFACE TO A SATURATED SURFACE DRY (AS DEFINED BY ICRI). IF A MORTAR SCRUB COAT IS USED, COMPLY WITH ICRI AND THE MANUFACTURER'S RECOMMENDATIONS. IF A BONDING AGENT IS USED ASSURE THAT CONCRETE IS PLACED WITHIN THE OPEN TIME AS DOCUMENTED BY THE MANUFACTURER, WITH CONSIDERATION OF TEMPERATURE AND HUMIDITY. K. PROVIDE 1 " CONC. COVER U.N.O.; IF REQUIRED COVER IS NOT ACHIEVABLE, MOUND CONCRETE TO PROVIDE PROVIDE 1 " CONC. COVER U.N.O.; IF REQUIRED COVER IS NOT ACHIEVABLE, MOUND CONCRETE TO PROVIDE 12" CONC. COVER U.N.O.; IF REQUIRED COVER IS NOT ACHIEVABLE, MOUND CONCRETE TO PROVIDE MINIMUM COVER OVER MAJORITY OF REINFORCEMENT WHILE MAINTAINING REQUIRED HEADROOM. IF HEADROOM CANNOT BE ACHIEVED, CONSULT ENGINEER. L. PLACE REPAIR MORTAR IN SHADED AREA PER MANUFACTURER'S REQUIREMENTS & SPECIFICATION SECTION PLACE REPAIR MORTAR IN SHADED AREA PER MANUFACTURER'S REQUIREMENTS & SPECIFICATION SECTION 039300. CONCRETE PER SPECIFICATION SECTION 033000 MAY BE USED AT CONTRACTOR'S OPTION FOR DEPTH GREATER THAN 3", U.N.O. M. RE-PAINT PARKING STALLS & TRAFFIC MARKINGS AS REQUIRED TO MATCH EXISTING CONDITIONS.RE-PAINT PARKING STALLS & TRAFFIC MARKINGS AS REQUIRED TO MATCH EXISTING CONDITIONS.
AutoCAD SHX Text
REPAIR PROCEDURE: 1. REFER TO EPOXY INJECTION GENERAL NOTES ON R0.1 & SPECIFICATION SECTION 03930 FOR ADDITIONAL REFER TO EPOXY INJECTION GENERAL NOTES ON R0.1 & SPECIFICATION SECTION 03930 FOR ADDITIONAL REQUIREMENTS. 2. CLEAN THE SURFACE AREA ABOUT " (MIN.) WIDE ON EACH SIDE OF THE CRACK USING WIRE BRUSHING AND CLEAN THE SURFACE AREA ABOUT " (MIN.) WIDE ON EACH SIDE OF THE CRACK USING WIRE BRUSHING AND 12" (MIN.) WIDE ON EACH SIDE OF THE CRACK USING WIRE BRUSHING AND HIGH-PRESSURE WATER, "OIL FREE" COMPRESSED AIR TO REMOVE CONTAMINANTS, OIL, GREASE, DIRT, OR FINE PARTICLES OF CONCRETE. 3. INSTALL ENTRY PORTS (SURFACE-MOUNTED OR SOCKET MOUNTED) AT PROPER SPACING. USE SOCKET MOUNTED INSTALL ENTRY PORTS (SURFACE-MOUNTED OR SOCKET MOUNTED) AT PROPER SPACING. USE SOCKET MOUNTED PORTS WHEN CRACKS ARE BLOCKED. ENTRY PORTS CAN BE CONNECTED BY A MANIFOLD SYSTEM WHEN SIMULTANEOUS INJECTION OF MULTIPLE PORT LOCATIONS IS ADVANTAGEOUS. 4. INSTALL THE CAP SEAL TO KEEP THE EPOXY FROM LEAKING OUT. INSTALL THE CAP SEAL ON BOTH SIDES OF INSTALL THE CAP SEAL TO KEEP THE EPOXY FROM LEAKING OUT. INSTALL THE CAP SEAL ON BOTH SIDES OF THE CRACKED ELEMENT, WHEN CRACKS PENETRATE COMPLETELY THROUGH SECTION. CAP SEALS COULD BE INSTALLED USING EPOXIES, POLYESTERS AND SILICONE CAULK. IF HIGH INJECTION PRESSURE IS NEEDED, CRACKS SHOULD BE CUT OUT TO A DEPTH OF " AND WIDTH OF " IN A V-SHAPE, FILLED WITH AN EPOXY AND 12" AND WIDTH OF " IN A V-SHAPE, FILLED WITH AN EPOXY AND 34" IN A V-SHAPE, FILLED WITH AN EPOXY AND STRUCK OFF FLUSH WITH THE SURFACE. 5. START WITH PROPER BATCHING AND MIXING OF EPOXY COMPONENTS IN STRICT ACCORDANCE WITH THE START WITH PROPER BATCHING AND MIXING OF EPOXY COMPONENTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 6. INJECT THE EPOXY WITH PROPER PRESSURE. INJECT VERTICAL CRACKS FROM BOTTOM UP UNTIL THE EPOXY INJECT THE EPOXY WITH PROPER PRESSURE. INJECT VERTICAL CRACKS FROM BOTTOM UP UNTIL THE EPOXY LEVEL REACHES THE ENTRY PORT ABOVE. WHEN INJECTION INTO A PORT IS COMPLETE, CAP IT IMMEDIATELY. 7. UPON COMPLETION OF THE INJECTION PROCESS, REMOVE PORTS AND CAP SEAL BY GRINDING OR OTHER MEANS, UPON COMPLETION OF THE INJECTION PROCESS, REMOVE PORTS AND CAP SEAL BY GRINDING OR OTHER MEANS, AS APPROPRIATE.
AutoCAD SHX Text
CONCRETE COL., BEAM, OR WALL SECTION
AutoCAD SHX Text
EXISTING CRACK
AutoCAD SHX Text
SEAL @ ENTRY PORT SIDE
AutoCAD SHX Text
ENTRY PORT, TYP.
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
STRUCTURAL SLAB
AutoCAD SHX Text
REPAIR PROCEDURE: 1. VERIFY W/ MANUFACTURERS THE COMPATIBILITY OF MATERIALS AND SURFACE PREPARATION REQUIREMENTS OF THE VARIOUS VERIFY W/ MANUFACTURERS THE COMPATIBILITY OF MATERIALS AND SURFACE PREPARATION REQUIREMENTS OF THE VARIOUS LAYERS OF THE SURFACE TREATMENT SYSTEM INCLUDING VAPOR REDUCTION COAT AND/OR CORROSION-INHIBITING TREATMENT, WHEN APPLICABLE. PROVIDE MOCKUP AND HAVE TRAFFIC MEMBRANE MANUFACTURER'S REPRESENTATIVE PERFORM PULL TEST AND REPORT RESULTS TO ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH WORK. 2. DEGREASE AND SHOT BLAST EXISTING FLOOR SURFACES TO REMOVE EXISTING LAITANCE, SEALERS, SEALANTS, SURFACE DEGREASE AND SHOT BLAST EXISTING FLOOR SURFACES TO REMOVE EXISTING LAITANCE, SEALERS, SEALANTS, SURFACE COATINGS, TRAFFIC PAINTING, AND FOREIGN SUBSTANCES. 3. PREPARE SURFACE & CRACKS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND PROCEDURES. SEE PREPARE SURFACE & CRACKS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND PROCEDURES. SEE SPECIFICATION SECTION 079020 FOR ADDITIONAL REQUIREMENTS. 4. APPLY COATING PER SPECIFICATION SECTION 079020 AND PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EXTEND MIN. 6" APPLY COATING PER SPECIFICATION SECTION 079020 AND PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EXTEND MIN. 6" BEYOND NEWLY REPAIRED CONCRETE FLOOR PATCH PERIMETER AND VERTICAL SURFACES AS NOTED. EXTEND 6" OVER EXISTING DECK COATING WHERE APPLICABLE. PROVIDE REINFORCING FABRIC ABOVE TEE-TO-TEE JOINTS PER REPAIR TYPE TTM, AS REQUIRED. 5. CONTRACTOR TO RE-STRIPE PARKING STALLS TO MATCH EXISTING CONDITION. REFER TO SPECIFICATION 321723 FOR CONTRACTOR TO RE-STRIPE PARKING STALLS TO MATCH EXISTING CONDITION. REFER TO SPECIFICATION 321723 FOR ADDITIONAL INFORMATION.
AutoCAD SHX Text
VERTICAL SURFACE OF STRUCTURAL MEMBER (i.e. COLUMNS, WALLS, CURBS, ETC.)
AutoCAD SHX Text
PRIME COAT AND/OR VAPOR REDUCTION COAT
AutoCAD SHX Text
1ST (AND 2ND) WEAR COAT AND SEAL COAT W/ SLIP-RESISTENT POWDER, AS SPECIFIED
AutoCAD SHX Text
BASE COAT(S)
AutoCAD SHX Text
SHOTBLAST EXISTING FLOOR SURFACES TO COMPLETELY EXPOSE CONCRETE SUBSTRATE. PERFORM ADDITIONAL SHOTBLAST AS NEEDED WHEN CORROSION-INHIBITING TREATMENT IS APPLIED PRIOR TO TRAFFIC DECK MEMBRANE APPLICATION.
AutoCAD SHX Text
REPAIR PROCEDURES: 1. EXPANSION JOINT MANUFACTURER TO SIZE SEALING GLAND FOR FIELD MEASURED GAP AND TO ACCOUNT FOR ALL EXPANSION JOINT MANUFACTURER TO SIZE SEALING GLAND FOR FIELD MEASURED GAP AND TO ACCOUNT FOR ALL APPLICABLE MOVEMENT AFTER INSTALLATION. 2. THE CONTRACTOR MUST COORDINATE ACTUAL SIZE OF BLOCKOUTS REQUIRED BY EXPANSION JOINT MATERIAL. THE CONTRACTOR MUST COORDINATE ACTUAL SIZE OF BLOCKOUTS REQUIRED BY EXPANSION JOINT MATERIAL. 3. VERIFY THE FOLLOWING INFORMATION WITH THE MANUFACTURER'S TECHNICAL REPRESENTATIVE AND SUBMIT THE VERIFY THE FOLLOWING INFORMATION WITH THE MANUFACTURER'S TECHNICAL REPRESENTATIVE AND SUBMIT THE SHOP DRAWINGS PRIOR TO ORDERING MATERIAL: JOINT SELECTED, FIELD MEASUREMENT, DATE TAKEN, OUTDOOR TEMPERATURE & STRUCTURE TEMPERATURE (TOP & BOTTOM). 4. REMOVE EXISTING JOINT & PREP JOINT SUBSTRATE AS REQUIRED PER MANUFACTURER'S REQUIREMENTS. REMOVE EXISTING JOINT & PREP JOINT SUBSTRATE AS REQUIRED PER MANUFACTURER'S REQUIREMENTS. 5. PROVIDE SPLICES PER TYPICAL EXPANSION JOINT SPLICE DETAIL & MANUFACTURER'S REQUIREMENTS, AS REQ'D. PROVIDE SPLICES PER TYPICAL EXPANSION JOINT SPLICE DETAIL & MANUFACTURER'S REQUIREMENTS, AS REQ'D. SEE TYPICAL EXPANSION JOINT SPLICE DETAIL FOR ADDITIONAL INFORMATION. 6. THE EXPANSION JOINT SYSTEM MUST BE ADA ACCESSIBLE. THE EXPANSION JOINT SYSTEM MUST BE ADA ACCESSIBLE. 7. USE WALL EXPANSION JOINT WHERE APPLICABLE.USE WALL EXPANSION JOINT WHERE APPLICABLE.
AutoCAD SHX Text
TWO-PART POLYURETHANE ELASTOMERIC NOSING-MATERIAL REINFORCED WITH FIBER AND SAND, TYP.
AutoCAD SHX Text
REPAIR BLOCKOUT AS REQ'D PER REPAIR TYPE EJB OR EJC @ UNIT PRICE, TYP.
PERFORATED FLANGES ENCAPSULATED NOSING MATERIAL W/ 1" FACTORY PUNCHED HOLES@ 1 " O.C. ALONG SEAL LENGTH12" O.C. ALONG SEAL LENGTH
AutoCAD SHX Text
TOOLED JOINT WITH SEALANT, TYP.
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
NEW TRAFFIC DECK COATING IF APPLICABLE
AutoCAD SHX Text
REPAIR PROCEDURE: 1. GRIND & SMOOTH HIGH SURFACE AREA TO OBTAIN POSITIVE SLOPE FOR DRAINAGE (MIN. " PER FT.). GRIND & SMOOTH HIGH SURFACE AREA TO OBTAIN POSITIVE SLOPE FOR DRAINAGE (MIN. " PER FT.). 14" PER FT.). 2. PROVIDE " PER FT. MIN. PITCH & CONNECT TO EXISTING DRAIN LINE. RUN PIPE ADJACENT TO BEAM AND PROVIDE " PER FT. MIN. PITCH & CONNECT TO EXISTING DRAIN LINE. RUN PIPE ADJACENT TO BEAM AND 18" PER FT. MIN. PITCH & CONNECT TO EXISTING DRAIN LINE. RUN PIPE ADJACENT TO BEAM AND MAINTAIN HEADROOM CLEARANCE AT DRIVE LANES. PROVIDE ELBOWS, CLEANOUTS & OTHER CONNECTIONS AS REQUIRED TO ROUTE PIPE TO EXISTING DRAIN LINE & MEET CODE REQUIREMENTS. RUN PIPE AS HIGH AS POSSIBLE AT PARKING SPACES TO MINIMIZE PROJECTIONS BELOW STRUCTURE. RUN PIPE TIGHT TO COLUMNS OR WALLS IF POSSIBLE. PROVIDE AN ALLOWANCE OF 50 LF OF PIPING PER SUPPLEMENTAL DRAIN AND 10 LF OF PIPING PER INSTALLED DRAIN FOR BIDDING PURPOSES, U.N.O. ON PLAN. 3. LOCATE REINFORCING, CONDUIT, AND OTHER OBSTRUCTIONS PRIOR TO PUNCHING THROUGH SLAB. LOCATE REINFORCING, CONDUIT, AND OTHER OBSTRUCTIONS PRIOR TO PUNCHING THROUGH SLAB. 4. DO NOT DAMAGE EXISTING EMBEDDED MATERIAL AND NOTIFY ENGINEER PRIOR TO REMOVING ANY REINFORCING. DO NOT DAMAGE EXISTING EMBEDDED MATERIAL AND NOTIFY ENGINEER PRIOR TO REMOVING ANY REINFORCING. 5. INSTALL WATTS DRAINAGE FD-900 EPOXY COATED CAST IRON PARKING DECK DRAIN OR EQUAL. INSTALL WATTS DRAINAGE FD-900 EPOXY COATED CAST IRON PARKING DECK DRAIN OR EQUAL. 6. AT REPAIR TYPE SFD, DRAIN LOCATION TO BE DETERMINED IN THE FIELD BASED ON ACTUAL WATER PONDING AT AT REPAIR TYPE SFD, DRAIN LOCATION TO BE DETERMINED IN THE FIELD BASED ON ACTUAL WATER PONDING AT LOW SPOTS.
AutoCAD SHX Text
HANGER @ 5'-0" O.C. (MAX.)
AutoCAD SHX Text
BAND SEAL COUPLER OR PLUMBING CONNECTION TO BE PROVIDED BY INSTALLER
AutoCAD SHX Text
REMOVE & REPLACE CONCRETE AT PERIMETER OF DRAIN PER REPAIR TYPE PFR (INCLUDE A COST FOR 6 SF IN UNIT PRICES)
AutoCAD SHX Text
EXISTING SLAB
AutoCAD SHX Text
SFD: SUPPLEMENTAL FLOOR DRAIN SUPPLEMENTAL FLOOR DRAIN RFD: REPLACE FLOOR DRAIN TO REPLACE FLOOR DRAIN TO MATCH EXISTING
AutoCAD SHX Text
4" SCHEDULE CAST IRON PIPE
AutoCAD SHX Text
COVE SEALANT REPLACEMENT
AutoCAD SHX Text
JOINT SEALANT REPLACEMENT
AutoCAD SHX Text
REMOVE AND REPLACE JOINT SEALANT AT EXISTING CONTROL OR CONSTRUCTION JOINT SIMILAR TO REPAIR TYPE FCS
AutoCAD SHX Text
REMOVE AND REPLACE COVE SEALANT, TYP.
AutoCAD SHX Text
REMOVE AND REPLACE TRAFFIC DECK MEMBRANE AS REQ'D. RETURN TM 6" MIN. UP VERTICAL SURFACES, TYP.
AutoCAD SHX Text
CONC. SLAB / CURB
AutoCAD SHX Text
VERTICAL SURFACE
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR PROCEDURES ON REPAIR TYPE FCS FOR ADDITIONAL INFO. SEE REPAIR PROCEDURES ON REPAIR TYPE FCS FOR ADDITIONAL INFO. 2. UNIT PRICE ONLY INCLUDES PER LF OF COVE OR JOINT SEALANT REPLACEMENT. OTHER INFORMATION SHOWN IS UNIT PRICE ONLY INCLUDES PER LF OF COVE OR JOINT SEALANT REPLACEMENT. OTHER INFORMATION SHOWN IS INCLUDED IN OTHER REPAIR TYPES, WHERE APPLICABLE.
AutoCAD SHX Text
6" WIDE LINE STRIPE @ ALL CURBS, TYP. COLOR: SAFETY YELLOW
AutoCAD SHX Text
UNDERCUTTING REQUIRED
AutoCAD SHX Text
CORRODED REINF.
AutoCAD SHX Text
NO UNDERCUTTING REQUIRED
AutoCAD SHX Text
UNDERCUTTING REQUIRED
AutoCAD SHX Text
UNDERCUTTING REQUIRED
AutoCAD SHX Text
LESS THAN HALF EXPOSED, NON-CORRODED REINF.
AutoCAD SHX Text
SURFACE OF SOUND CONCRETE, TYP.
AutoCAD SHX Text
GREATER THAN HALF EXPOSED REINF.
AutoCAD SHX Text
NOTES: 1. SEE REPAIR DETAIL GENERAL NOTES FOR ADDITIONAL INFORMATION. SEE REPAIR DETAIL GENERAL NOTES FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. 2. UNDERCUTTING REQUIRED AT ALL VERTICAL AND OVERHEAD SURFACES. UNDERCUTTING REQUIRED AT ALL VERTICAL AND OVERHEAD SURFACES. 3. ANY REINFORCEMENT WITH SECTION LOSS GREATER THAN 20% SHALL BE REPLACED. ANY REINFORCEMENT WITH SECTION LOSS GREATER THAN 20% SHALL BE REPLACED. 4. ALL REBAR SHALL BE SANDBLASTED CLEAN AND TREATED WITH CORROSION INHIBITING COATING MATERIALS PER ALL REBAR SHALL BE SANDBLASTED CLEAN AND TREATED WITH CORROSION INHIBITING COATING MATERIALS PER SPECIFICATIONS.
AutoCAD SHX Text
CONC. SURFACE, TYP.
AutoCAD SHX Text
DEBONDED REINF.
AutoCAD SHX Text
UNDERCUT " OR " GREATER 34" OR " GREATER 14" GREATER THAN LARGEST AGGREGATE IN REPAIR MATERIAL, WHICHEVER IS GREATER, TYP.
AutoCAD SHX Text
NOTES: 1. IF NO EXISTING TOOLED JOINT IS PRESENT, DIMENSION 'X' SHALL REFER TO THE FULL WIDTH OF THE REPAIR. IF NO EXISTING TOOLED JOINT IS PRESENT, DIMENSION 'X' SHALL REFER TO THE FULL WIDTH OF THE REPAIR. 2. PROVIDE TOOLED JOINTS SUCH THAT DIMENSION 'X' IS NO GREATER THAN 6 FEET AT ANY REPAIR LOCATION. PROVIDE TOOLED JOINTS SUCH THAT DIMENSION 'X' IS NO GREATER THAN 6 FEET AT ANY REPAIR LOCATION. REFER TO REPAIR TYPE FCS / SR FOR TOOLED JOINT DIMENSIONS AND ADDITIONAL INFORMATION.
AutoCAD SHX Text
1.5X MAX
AutoCAD SHX Text
1.5X MAX
AutoCAD SHX Text
CONCRETE REPAIR AREA
AutoCAD SHX Text
NEW TOOLED JOINT WITH SEALANT AROUND PERIMETER
AutoCAD SHX Text
NEW TOOLED JOINT, TYP.
AutoCAD SHX Text
EXISTING TOOLED JOINT
AutoCAD SHX Text
CONTINUE EXISTING TOOLED JOINTS THROUGH REPAIR AREA WHERE APPLICABLE
PERFORM BRICK REPOINTING (REPAIR TYPE BRP) AND REPLACEMENT (REPAIR TYPE BR) AT LOCATIONS NOTED ON PLAN. REVIEW EXTENT OF WORK WITH ENGINEER IN FIELD PRIOR TO STARTING WORK.
AutoCAD SHX Text
C.I.P CAP
AutoCAD SHX Text
REMOVE GROUT AND REPLACE WITH JOINT SEALANT
AutoCAD SHX Text
DRIP
AutoCAD SHX Text
WHERE SHELF ANGLE EXISTS, REMOVE GROUT FROM HORIZONTAL SHELF ANGLE, PERFORM SURFACE PREP ON RUSTING SHELF ANGLE AND PAINT WITH GALVANIZING REPAIR PAINT, AND FILL HIRIZONTAL JOINT WITH SEALANT (DO NOT CLOG THE WEEP HOLES).
AutoCAD SHX Text
AIR CAVITY
AutoCAD SHX Text
REPAIR PROCEDURE: 1. VSR UNIT IS PER LINEAR FOOT OF SEALANT VSR UNIT IS PER LINEAR FOOT OF SEALANT REPLACEMENT. 2. BRP UNIT IS PER SQUARE FOOT OF BRICK WALL BRP UNIT IS PER SQUARE FOOT OF BRICK WALL SURFACE. SEE REPAIR TYPES SR & FCS FOR SIMILAR REPAIR PROCEDURES. 3. BR UNIT IS EACH. BR UNIT IS EACH. 4. ASSUME MODULAR BRICK SIZE AND " MORTAR JOINT. ASSUME MODULAR BRICK SIZE AND " MORTAR JOINT. 38" MORTAR JOINT. 5. REFER TO DETAILS 9 & 10/R4.2 AND GENERAL NOTE F REFER TO DETAILS 9 & 10/R4.2 AND GENERAL NOTE F ON SHEET R0.1 FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
NOTES: 1. REPOINT MASONRY PER GENERAL NOTE F ON SHEET R0.1. 2. PROVIDE SCAFFOLDING AS NEEDED TO ACCESS WORK.
AutoCAD SHX Text
NOTES: 1. REPLACE MASONRY BLOCKS AS REQUIRED PER GENERAL NOTE F/R0.1. 2. CONTRACTOR IS TO INFORM ENGINEER AFTER REMOVING DAMAGED MASONRY BLOCKS TO ASSESS CONDITION. 3. PROVIDE SCAFFOLDING AS NEEDED TO ACCESS WORK.
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. INSTALL GALVANIC ANODES AT THE PERIMETER OF ALL REPAIR PATCHES PER MANUFACTURER'S INSTALL GALVANIC ANODES AT THE PERIMETER OF ALL REPAIR PATCHES PER MANUFACTURER'S RECOMMENDATIONS. VERIFY CONTINUITY & PROVIDE ADEQUATE CONCRETE COVER FOR GALVANIC ANODES. ANODES ARE NOT INCLUDED IN THE UNIT PRICE. 3. TO BE USED IN LIEU OF REPAIR TYPE PFR BASED ON FIELD CONDITIONS. TO BE USED IN LIEU OF REPAIR TYPE PFR BASED ON FIELD CONDITIONS. 4. SURFACE TREATMENT NOTE: PENETRATING SEALER, PENETRATING CORROSION INHIBITING TREATMENT, TRAFFIC SURFACE TREATMENT NOTE: PENETRATING SEALER, PENETRATING CORROSION INHIBITING TREATMENT, TRAFFIC DECK MEMBRANE AND/OR OTHER SURFACE TREATMENT AS INDICATED AND APPLIED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS AND SPECIFICATIONS. IF SURFACE TREATMENT IS NOT INDICATED, APPLY PENETRATING SEALER TO THE REPAIR AND EXTEND 6" MIN. BEYOND PERIMETER OF REPAIR. 5. DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE REPAIRED PER REPAIR TYPES ESR, ESR1, ESR2 AND ESR3 AS APPROPRIATE. 6. DO NOT UNDERCUT P/T TENDONS WITHOUT ENGINEER'S APPROVAL.DO NOT UNDERCUT P/T TENDONS WITHOUT ENGINEER'S APPROVAL.
AutoCAD SHX Text
FLOOR SURFACE
AutoCAD SHX Text
SAWCUT PERIMETER FOR APPLICATION OF REPAIR MORTAR
AutoCAD SHX Text
NON-CORRODED & WELL-BONDED REINF.
AutoCAD SHX Text
TROWEL APPLIED REPAIR MORTAR
AutoCAD SHX Text
EDGE OF SOUND CONCRETE
AutoCAD SHX Text
APPLY BONDING AGENT, TYP.
AutoCAD SHX Text
90°, TYP.
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
GALVANIC ANODE SPACED AT 18" O.C. MAX. AROUND THE PERIMETER OF ALL NEW PATCHES, TYP. UNDERCUTTING REQ'D AT ANODE TIE-IN ONLY
AutoCAD SHX Text
TOOLED JOINT WITH SEALANT AROUND PERIMETER; SEE TYPICAL CONTROL JOINT DETAIL
AutoCAD SHX Text
REFER TO SURFACE TREATMENT NOTE.
AutoCAD SHX Text
SHOTCRETE, TROWEL APPLIED REPAIR MORTAR, FORMED AND PUMPED CONCRETE, OR APPROVED METHOD AT CONTRACTOR'S OPTION
AutoCAD SHX Text
UNDERCUT ALL REINF. PER TYPICAL CONCRETE REMOVAL DETAIL
AutoCAD SHX Text
OVERHEAD SURFACE
AutoCAD SHX Text
CORRODED OR DEBONDED REINF.
AutoCAD SHX Text
SAWCUT PERIMETER FOR APPLICATION OF REPAIR MORTAR; 45° BEVELED EDGE FOR SHOTCRETE, TYP.
AutoCAD SHX Text
EDGE OF SOUND CONCRETE
AutoCAD SHX Text
APPLY BONDING AGENT, TYP.
AutoCAD SHX Text
W.W.R. 4x4-W2.9xW2.9
AutoCAD SHX Text
90°, TYP.
AutoCAD SHX Text
CONCRETE BEAM OR SLAB
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. APPLY REPAIR MORTAR APPROVED BY THE ENGINEER AS INDICATED IN THE SHADED AREA BY SHOTCRETE, APPLY REPAIR MORTAR APPROVED BY THE ENGINEER AS INDICATED IN THE SHADED AREA BY SHOTCRETE, FORMED AND PUMPED CONCRETE, OR OTHER APPROVED METHOD AT CONTRACTOR'S OPTION. SEE SPECS FOR ADD'L INFO. 3. DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE REPAIRED PER REPAIR TYPES ESR, ESR1, ESR2, ESR3, PTR, AND PTS. 4. DO NOT UNDERCUT P/T TENDONS WITHOUT ENGINEER'S APPROVAL.DO NOT UNDERCUT P/T TENDONS WITHOUT ENGINEER'S APPROVAL.
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. FOR CAVITIES DEEPER THAN 6", PROVIDE #4 ADHESIVE DOWEL BARS WITH 135 HOOKS IN BETWEEN STIRRUPS AT FOR CAVITIES DEEPER THAN 6", PROVIDE #4 ADHESIVE DOWEL BARS WITH 135° HOOKS IN BETWEEN STIRRUPS ATA MAXIMUM SPACING OF 6" O.C. 3. UNIT OF REPAIR = Σ (A + B) x LENGTH OF REPAIR = SF. UNIT OF REPAIR = Σ (A + B) x LENGTH OF REPAIR = SF. Σ (A + B) x LENGTH OF REPAIR = SF. (A + B) x LENGTH OF REPAIR = SF. 4. FOR BIDDING PURPOSES, ASSUME REPAIR DEPTH = 3" NOMINAL.FOR BIDDING PURPOSES, ASSUME REPAIR DEPTH = 3" NOMINAL.
AutoCAD SHX Text
EXISTING STIRRUP
AutoCAD SHX Text
EDGE OF SOUND CONCRETE, TYP.
AutoCAD SHX Text
#4 DOWEL BARS BETWEEN STIRRUPS WITH 135° HOOKS ASREQ'D (SEE NOTE 2)
AutoCAD SHX Text
CORRODED OR UNBONDED REINF.
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SQUARE OFF PERIMETER OF REPAIR, TYP.
AutoCAD SHX Text
AREA OF REPAIR
AutoCAD SHX Text
BEAM SPAN
AutoCAD SHX Text
REPAIR SIMILAR TO REPAIR TYPE OSR
AutoCAD SHX Text
REPAIR SIMILAR TO REPAIR TYPE VR
AutoCAD SHX Text
LENGTH OF
AutoCAD SHX Text
LENGTH OF
AutoCAD SHX Text
EDGE OF SOUND CONCRETE
AutoCAD SHX Text
APPLY BONDING AGENT, TYP.
AutoCAD SHX Text
GALVANIC ANODE SPACED AT 18" O.C. MAX. AROUND THE PERIMETER OF ALL NEW PATCHES, TYP.
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
SAWCUT PERIMETER FOR APPLICATION OF REPAIR MORTAR
AutoCAD SHX Text
CORRODED OR UNBONDED REINF.
AutoCAD SHX Text
NEW CONCRETE
AutoCAD SHX Text
REFER TO SURFACE TREATMENT NOTE.
AutoCAD SHX Text
TOOLED JOINT WITH SEALANT AROUND PERIMETER; SEE TYPICAL CONTROL JOINT DETAIL
AutoCAD SHX Text
REPAIR PROCEDURE: : 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. INSTALL GALVANIC ANODES AT THE PERIMETER OF ALL REPAIR PATCHES PER SPEC SECTION 039000 AND INSTALL GALVANIC ANODES AT THE PERIMETER OF ALL REPAIR PATCHES PER SPEC SECTION 039000 AND MANUFACTURER'S RECOMMENDATIONS. VERIFY CONTINUITY & PROVIDE APPROPRIATE COVER FOR GALVANIC ANODES. ANODES ARE NOT INCLUDED IN THE UNIT PRICE. 3. SURFACE TREATMENT NOTE: PENETRATING SEALER, PENETRATING CORROSION INHIBITING TREATMENT, TRAFFIC SURFACE TREATMENT NOTE: PENETRATING SEALER, PENETRATING CORROSION INHIBITING TREATMENT, TRAFFIC DECK MEMBRANE AND/OR OTHER SURFACE TREATMENT AS INDICATED AND APPLIED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS AND SPECIFICATIONS. IF SURFACE TREATMENT IS NOT INDICATED, APPLY PENETRATING SEALER TO THE REPAIR AND EXTEND 6" MIN. BEYOND PERIMETER OF REPAIR. 4. DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE DAMAGED P/T TENDONS AND P/T TENDONS THAT HAVE LOST OR LOSE TENSION DURING DEMO SHALL BE REPAIRED PER REPAIR TYPES ESR, ESR1, ESR2, ESR3, PTR, AND PTS AS APPROPRIATE.
AutoCAD SHX Text
REPAIR PROCEDURE: 1. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. SEE REPAIR DETAIL GENERAL NOTES FOR TYPICAL CONCRETE REPAIR PROCEDURES. 2. FOR CAVITIES DEEPER THAN 6", PROVIDE #4 ADHESIVE DOWEL BARS WITH 135 HOOKS IN BETWEEN TIES AT A FOR CAVITIES DEEPER THAN 6", PROVIDE #4 ADHESIVE DOWEL BARS WITH 135° HOOKS IN BETWEEN TIES AT AMAXIMUM SPACING OF 6" O.C. 3. REFER TO REPAIR TYPE VR FOR ADDITIONAL INFORMATION. REFER TO REPAIR TYPE VR FOR ADDITIONAL INFORMATION. 4. UNIT OF REPAIR AREA = (A + B) x HEIGHT OF REPAIR = SF. UNIT OF REPAIR AREA = (A + B) x HEIGHT OF REPAIR = SF. 5. FOR BIDDING PURPOSES, ASSUME REPAIR DEPTH = 3" NOMINAL.FOR BIDDING PURPOSES, ASSUME REPAIR DEPTH = 3" NOMINAL.
AutoCAD SHX Text
EXISTING TIES
AutoCAD SHX Text
UNDERCUT ALL REINF. PER TYPICAL CONCRETE REMOVAL DETAIL
AutoCAD SHX Text
EDGE OF SOUND CONCRETE
AutoCAD SHX Text
#4 DOWEL BARS BETWEEN TIES WITH 135° HOOKS AS REQ'D, ANCHOREDTO SOUND CONC. USING APPROVED EPOXY COATED ANCHORS, TYP. (SEE NOTE 2)
AutoCAD SHX Text
CORRODED OR UNBONDED REINF.
AutoCAD SHX Text
SQUARE OFF PERIMETER OF REPAIR, TYP.
AutoCAD SHX Text
ROUT CRACK OR REMOVE EXISTING SEALANT FROM JOINT, CLEAN, PRIME EDGES, FILL WITH SEALANT. RECESS ", TYP.116", TYP.
AutoCAD SHX Text
REPAIR PROCEDURE: 1. ROUT AT CENTER OF CRACK OR TOOLED JOINT TO FORM A GROOVE AND GRIND ANY UNEVEN SURFACES OR ROUT AT CENTER OF CRACK OR TOOLED JOINT TO FORM A GROOVE AND GRIND ANY UNEVEN SURFACES OR REMOVE SEALANT FROM EXISTING JOINT. 2. REMOVE DUST, FOREIGN PARTICLES, AND ANY BOND INHIBITING MATERIAL FROM SURFACE BY AIR OR SAND REMOVE DUST, FOREIGN PARTICLES, AND ANY BOND INHIBITING MATERIAL FROM SURFACE BY AIR OR SAND BLASTING AS REQUIRED. 3. APPLY BOND BREAKER (IF APPLICABLE) & PRIME COATING TO SURFACE AND SEAL WITH AN APPROVED APPLY BOND BREAKER (IF APPLICABLE) & PRIME COATING TO SURFACE AND SEAL WITH AN APPROVED POLYURETHANE SEALANT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS & SPECIFICATIONS. 4. SEALANT MUST BE APPLIED EVENLY AND RECESSED " BELOW SURFACE. INSTALL SEALANT FLUSH WITH SURFACE SEALANT MUST BE APPLIED EVENLY AND RECESSED " BELOW SURFACE. INSTALL SEALANT FLUSH WITH SURFACE 116" BELOW SURFACE. INSTALL SEALANT FLUSH WITH SURFACE FOR AREAS TO RECEIVE TRAFFIC DECK MEMBRANE. DO NOT OVERFILL JOINT. 5. SEE SPECIFICATION SECTION 079020 FOR ADDITIONAL REQUIREMENTS. SEE SPECIFICATION SECTION 079020 FOR ADDITIONAL REQUIREMENTS. 6. CRACKS IN REPAIR TYPE FCP SHALL BE GRAVITY FED WITH A POLYMER SEALER PER THE MANUFACTURER'S CRACKS IN REPAIR TYPE FCP SHALL BE GRAVITY FED WITH A POLYMER SEALER PER THE MANUFACTURER'S REQUIREMENTS AND PROCEDURES. FILL CRACKS WITH OVEN-DRIED SAND BEFORE GRAVITY FEEDING THE POLYMER AND PROCEDURES. FILL CRACKS WITH OVEN-DRIED SAND BEFORE GRAVITY FEEDING THE POLYMER . FILL CRACKS WITH OVEN-DRIED SAND BEFORE GRAVITY FEEDING THE POLYMER SEALER. GRAVITY FEED THE POLYMER SEALER EVENLY. THE POLYMER SEALER EVENLY.
AutoCAD SHX Text
TYPE FCS: STATIC CRACK (TYP. CONDITION, U.N.O.)
AutoCAD SHX Text
CONCRETE SURFACE, TYP.
AutoCAD SHX Text
NOTES: 1. INSTALL GUARDRAIL AT SHOWN LOCATION TO PROVIDE THE REQUIRED 3'-6" HEIGHT FROM TOP OF THE TOPPING.
AutoCAD SHX Text
13
AutoCAD SHX Text
GALV. PIPE 1 STD. 14 STD. (O.D. = 1.66"); PAINT TO MATCH EXISTING.
AutoCAD SHX Text
(2) 1/2" EXP.BOLTS @ EA. SIDE OF PLATE
AutoCAD SHX Text
1/4
AutoCAD SHX Text
8"X 8"x " GALV. STEEL 12" GALV. STEEL PL w/(4) " X 4" 58" X 4"EXP. ANCHORS-GALV.
AutoCAD SHX Text
EXISTING BRICK FACADE
AutoCAD SHX Text
EXISTING C.I.P./P/T FLOOR SYSTEM
AutoCAD SHX Text
EXISTING C.I.P. WALL
AutoCAD SHX Text
NEW C.I.P. TOPPING PER REPAIR TYPE ATR
AutoCAD SHX Text
14" NEOPRENE PAD AND SEALANT ALL AROUND
AutoCAD SHX Text
NOTES: 1. PROVIDE TOPPING @ HATCHED AREA TO ACHIEVE MAX. 2% SLOPE AT ADA PARKING STALLS AND ALONG ADA EGRESS PATH.
AutoCAD SHX Text
10
AutoCAD SHX Text
13
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
VAN
AutoCAD SHX Text
10
AutoCAD SHX Text
13
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
VAN
AutoCAD SHX Text
EXISTING ACCESSIBLE ROUTE. RE-LEVEL ASPHALT AS REQUIRED TO ENSURE A 2% MAX. SLOPE ALONG ROUTE.
ATTACH POST TO SIDE OF WALL OR SPANDREL W/ (2) NEW STL. BAR CLAMPS. SEE ENLARGED DETAIL BELOW.
AutoCAD SHX Text
NEW SELF TAPPING SCREW
AutoCAD SHX Text
NEW STL. PIPE
AutoCAD SHX Text
WALL OR SPANDREL (E)
AutoCAD SHX Text
ENLARGED MOUNTING DETAIL
AutoCAD SHX Text
NEW 1/4" X 2" STL. BAR BEND AS SHOWN (GALV. AND PAINTED)
AutoCAD SHX Text
NEW (2) 1/2" EXP. BOLT
AutoCAD SHX Text
NEW M20 2 3/8" O.D. STL. PIPE W/ TOP CAP PLATE (GALV. AND PAINTED)
AutoCAD SHX Text
NEW MOUNTING BRACKETS FOR SIGN BOLT
AutoCAD SHX Text
SIGN FACE (E)
AutoCAD SHX Text
EXISTING C.I.P. WALL
AutoCAD SHX Text
C.I.P SLAB
AutoCAD SHX Text
NOTES: 1. BACK OF SIGNS, POST AND HARDWARE TO BE PAINTED FLAT BLACK WHERE VISIBLE FROM EXTERIOR. 2. GALV. ALL STEEL COMPONENETS
AutoCAD SHX Text
SIGN MOUNTING DETAIL @ SPANDREL
AutoCAD SHX Text
60" MOUNTING HT.
AutoCAD SHX Text
USE EXISTING ACCESSIBLE PARKING SIGN
AutoCAD SHX Text
NOTE: 1. RE-LOCATE SIGN TO ACHIEVE RE-LOCATE SIGN TO ACHIEVE A MINIMUM MOUNTING HEIGHT OF 60" FROM BOTTOM OF SIGN TO FLOOR SURFACE. 2. MOUNT SIGN TO WALL OR MOUNT SIGN TO WALL OR SPANDREL AS REQUIRED.
AutoCAD SHX Text
1 1/2" NOMINAL (1.9" ) EXTRA STRONG GUARDRAIL POST ANDRAILS. WELD & GRIND SMOOTH (GALV. & PAINT) RAILING CONTRACTOR TO PROVIDE POST LOCATIONS TO MEET GUARDRAIL STRUCTURAL LOAD REQUIREMENTS. COORDINATE POST LOCATIONS WITH THE PRECASTER
AutoCAD SHX Text
NOSINGS (SEE SPEC 055000.)
AutoCAD SHX Text
C.I.P SLAB
AutoCAD SHX Text
OPENING SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIA.
GENERAL NOTES REGARDING STAIRS, GUARDRAILS AND HANDRAILS 1. 7" MAXIMUM RISER HEIGHT 7" MAXIMUM RISER HEIGHT 2. 42"H GUARDRAIL TYPICAL. 42"H GUARDRAIL TYPICAL. 3. 36"H HANDRAIL TYPICAL. 36"H HANDRAIL TYPICAL. 4. SEE DETAIL 2/AS3.1 FOR HANDRAIL PROJECTION DIMENSIONS. SEE DETAIL 2/AS3.1 FOR HANDRAIL PROJECTION DIMENSIONS. 5. TYPICAL SPACING OF GUARDRAIL PICKETS IS 4" O.C. MAXIMUM. TYPICAL SPACING OF GUARDRAIL PICKETS IS 4" O.C. MAXIMUM. 6. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6" (152 mm) IN DIA.
AutoCAD SHX Text
5/8" SQ. STEEL PICKETS @ 4" O.C. GALV. AND PAINTED
NEW CONCRETE COVER, PRESSURE-POURED USING FORMWORK
AutoCAD SHX Text
EXPOSED COLUMN VERTICAL CORNER BAR, TYP.
AutoCAD SHX Text
SCARIFY EXISTING COLUMN SURFACES TO PROVIDE ROUGHENED SURFACE AND APPLY BONDING AGENT PRIOR TO NEW CONCRETE POUR
AutoCAD SHX Text
NEW #4 COLUMN TIES @ 6" O.C. OVER THE FULL HEIGHT OF EXPOSED CORNER REBAR
AutoCAD SHX Text
7"
AutoCAD SHX Text
7"
AutoCAD SHX Text
NOTES: 1. SEE REPAIR PROCEDURE NOTES ON DET. 7/RS2.1 FOR ADDITIONAL INFO. SEE REPAIR PROCEDURE NOTES ON DET. 7/RS2.1 FOR ADDITIONAL INFO. 2. UNIT OF REPAIR AREA = (2xA + B) x HEIGHT OF REPAIR = SFUNIT OF REPAIR AREA = (2xA + B) x HEIGHT OF REPAIR = SF
AutoCAD SHX Text
P/T ANCHOR TENSION FORCE 3K (OR AS REQ'D.) AFTER SEATING LOSSES; FULLY SEAT WEDGES
AutoCAD SHX Text
EXISTING COLUMN OR COLUMN OR VERTICAL CONCRETE MEMBER
AutoCAD SHX Text
NEW STRAND TO TRAND TO TO MATCH EXISTING, V.I.F. (SEE NOTE 1)
AutoCAD SHX Text
NOTE: : 1. REMOVE AND REPLACE BARRIER CABLE PER MANUFACTURER'S REQUIREMENTSREMOVE AND REPLACE BARRIER CABLE PER MANUFACTURER'S REQUIREMENTS
AutoCAD SHX Text
ZINC COATED SURE-LOCK SPLICE CHUCK
AutoCAD SHX Text
EXISTING STRAND
AutoCAD SHX Text
4"X4"X " GALV. ANGLE, 12" GALV. ANGLE, BOLTED TO THE COLUMN
P/T TENDON SHEATHING REPAIR (ANCILLARY WORK TO P/T REPAIRS)
SCALE: N.T.S.
REPAIR TYPE PTS
RFB #7527 EXHIBIT I
AutoCAD SHX Text
NEW ENCAPSULATED ANCHOR (STRESSING END)
AutoCAD SHX Text
PARTIAL OR FULL DEPTH SLAB REMOVAL AS NEEDED, TO ADJUST THE HORIZONTAL AND VERTICAL LAYOUT OF THE CABLES
AutoCAD SHX Text
#4 HAIRPINS
AutoCAD SHX Text
DEAD END ANCHORAGE DETAIL W/ STRESSING COUPLER (SECTION)
AutoCAD SHX Text
STRESSING ANCHORAGE DETAIL (SECTION)
AutoCAD SHX Text
NEW ENCAPSULATED ANCHOR (DEAD END)
AutoCAD SHX Text
SEE STRESSING ANCHORAGE DETAIL AND ANCHORAGE DETAIL (PLAN VIEW) FOR END ANCHOR INSTALLATION DETAIL
AutoCAD SHX Text
STRESSING COUPLER. INSTALL NEW STRESSING COUPLER TO ALLOW 12" MOVEMENT (EACH WAY)
AutoCAD SHX Text
EXISTING " P-T 12" P-TSTRAND. REPAIR STRAND AS NEEDED SIMILAR TO REPAIR TYPE PTR; 1 LF OF PTS PER REPAIR TYPE PTS
AutoCAD SHX Text
NEW " P-T STRAND, PROFILE 12" P-T STRAND, PROFILESTRAND TO FOLLOW EXISTING LAYOUT. INCLUDE 12 LF OF NEW STRAND PER REPAIR TYPE PTAE1
AutoCAD SHX Text
6"
AutoCAD SHX Text
1"
AutoCAD SHX Text
PARTIAL OR FULL DEPTH SLAB REMOVAL AS NEEDED, TO ADJUST THE HORIZONTAL AND VERTICAL LAYOUT OF THE CABLES
AutoCAD SHX Text
#4 CORNER BARS WITH MIN. 5" EMBED. INTO EXISTING CONCRETE USING HILTI HY-200 ADHESIVE AT BOTH ENDS
AutoCAD SHX Text
#4 HAIRPINS
AutoCAD SHX Text
ANCHORAGE DETAIL (PLAN VIEW)
AutoCAD SHX Text
#4 BACK UP BARS TOP AND BOTTOM WITH 180°HOOKS AT EACH END
AutoCAD SHX Text
WALL DOES NOT EXIST AT REPAIR TYPE ESR1; REPAIR IS AT INTERIOR RAMPS.
AutoCAD SHX Text
NEW ANCHORAGE BARS PER THE PLAN DETAIL.
AutoCAD SHX Text
1/2" V-JOINT W/ SEALANT AT PERIMETER OF NEW CONCRETE
AutoCAD SHX Text
EXISTING " P-T STRAND 12" P-T STRANDTO MATCH ORIGINAL DRAPE PROFILE. REPAIR STRAND AS NEEDED SIMILAR TO REPAIR TYPE PTR; INCLUDE 2 LF OF PTS PER REPAIR TYPE PTAE2
AutoCAD SHX Text
NEW ANCHORAGE BARS PER THE PLAN DETAIL.
AutoCAD SHX Text
1/2" V-JOINT W/ SEALANT AT PERIMETER OF NEW CONCRETE
AutoCAD SHX Text
POST TENSION REPAIR GENERAL NOTES: 1. UNIT OF REPAIR - EACH (1 POST TENSION STRAND REPAIR INCLUDING ANCHORAGE UNIT OF REPAIR - EACH (1 POST TENSION STRAND REPAIR INCLUDING ANCHORAGE REINFORCING, SHEATHING REPAIR AND OTHER ANCILLARY WORK) 2. FLOOR REPAIRS ARE NOT INCLUDED IN THE UNIT COSTS OF THE POST-TENSION FLOOR REPAIRS ARE NOT INCLUDED IN THE UNIT COSTS OF THE POST-TENSION REPAIRS (TYPES ESR, ESR1, ESR2, ESR3 & PTR) AND HAVE BEEN ACCOUNTED FOR IN THE QUANTITIES ON R0.2. 3. AT CONTRACTOR OPTION REPAIR TYPE ESR2/ESR3, MAY BE USED IN PLACE OF AT CONTRACTOR OPTION REPAIR TYPE ESR2/ESR3, MAY BE USED IN PLACE OF ESR/ESR1, RESPECTIVELY. 4. REPAIR TYPE VRE CONSISTS OF A FULL DEPTH (TYPE FFR) X 6" DEEP EDGE OF SLAB REPAIR TYPE VRE CONSISTS OF A FULL DEPTH (TYPE FFR) X 6" DEEP EDGE OF SLAB REPAIR, WITHOUT POST-TENSION REPAIRS, AT THE EXTERIOR FACADE.
AutoCAD SHX Text
REPAIR TYPE ESR - AT EXTERIOR FACADE REPAIR TYPE ESR1 - AT INTERIOR RAMPS
AutoCAD SHX Text
DRIP TO MATCH EXISTING
AutoCAD SHX Text
REPAIR TYPE ESR2 - AT EXTERIOR FACADE REPAIR TYPE ESR3 - AT INTERIOR RAMPS
AutoCAD SHX Text
FILL STRESSING POCKET W/NSNS GROUT AFTER ENGINEER APPROVES ELONGATION READING AND STRAND IS CUT.
AutoCAD SHX Text
WALL DOES NOT EXIST AT REPAIR TYPE ESR3; REPAIR IS AT INTERIOR RAMPS.
AutoCAD SHX Text
NOTES: 1. DIMENSIONS ARE FOR REFERENCE ONLY. DIMENSIONS ARE FOR REFERENCE ONLY. VERIFY WITH SPLICE COUPLER MANUFACTURER. 2. COORDINATE STRESSING CRITERIA WITH COORDINATE STRESSING CRITERIA WITH ENGINEER. 3. CONTRACTOR TO SUBMIT DETENSIONING CONTRACTOR TO SUBMIT DETENSIONING PROCEDURE TO ENGINEER FOR APPROVAL AS REQUIRED. 4. CONTRACTOR TO MAINTAIN EXISTING P/T CONTRACTOR TO MAINTAIN EXISTING P/T DRAPE DURING THE RETENSIONING PROCESS. 5. INCLUDE 12 LF OF NEW TENDON PER INCLUDE 12 LF OF NEW TENDON PER REPAIR.
AutoCAD SHX Text
PROVIDE MIN. 1" CLEARANCE AROUND P/T TENDON IN SHADED AREA; REPLACE WITH CONCRETE OR FAST CURING PATCHING REPAIR MORTAR PER REPAIR PFR OR FFR. IF STRAND DRAPE REQUIRES CAVITY IS TO BE POURED PRIOR TO STRESSING, THE IN-LINE SPLICE CHUCK SHALL BE ENCASED IN A GREASED FILLED SLEEVE TO ALLOW FOR THE ANTICIPATED MOVEMENT DURING STRESSING.
AutoCAD SHX Text
IN-LINE SPLICE CHUCK
AutoCAD SHX Text
MINIMAL DEMOLITION IN ORDER TO INSTALL ADDITIONAL LENGTH OF TENDON; REPLACE WITH FAST CURING PATCHING REPAIR MORTAR. ALTERNATIVELY, CONTRACTOR MAY EXTRACT THE EXISTING P/T TENDON & PUSH NEW GREASED P/T TENDON THROUGH EXISTING SHEATHING. CONTRACTOR MUST SHOW THAT THEY HAVE SUCCESSFULLY COMPLETED THIS PROCEDURE ON PREVIOUS PROJECTS. MEANS AND METHODS FOR THIS ALTERNATE PROCEDURE SHALL BE SUBMITTED AS AN INFORMATIONAL SUBMITTAL.
AutoCAD SHX Text
ADDITIONAL LENGTH OF P/T TENDON TO MATCH TENDON ENDS TO BE SPLICED
AutoCAD SHX Text
POST-TENSIONING COUPLER WITH REQUIRED ANCHORS
AutoCAD SHX Text
PROVIDE MIN. 1" CLEARANCE AROUND P/T TENDON IN SHADED AREA; REPLACE WITH CONCRETE OR FAST CURING PATCHING REPAIR MORTAR PER REPAIR PFR OR FFR.
AutoCAD SHX Text
EXISTING P/T TENDON, TYP. REPAIR DAMAGED SHEATHING PER REPAIR TYPE PTS, TYP.
AutoCAD SHX Text
PREPARE EXPOSED TENDONS PER REPAIR TYPE PTS, SIM., TYP.
AutoCAD SHX Text
EXISTING P/T SLAB
AutoCAD SHX Text
APPLY CORROSION INHIBITING GREASE TO 2" BEYOND EXPOSED TENDON.
AutoCAD SHX Text
REMOVE EXISTING SHEATHING 2" BEYOND DAMAGED AREA UNTIL CLEAN GREASED TENDON IS EXPOSED. CLEAN ALL EXPOSED SURFACES.
AutoCAD SHX Text
HIGH DENSITY POLYPROPYLENE SHEATHING. EXTEND 2" BEYOND GREASED EXPOSED TENDON
AutoCAD SHX Text
APPLY DENSO PASTE (PRIMER) & TWO LAYERS OF DENSO PETROLATUM TAPE, OR EQ. OVER ENTIRE LENGTH OF NEW SHEATHING. EXTEND TAPE 2" ONTO EXIST. SHEATHING.
AutoCAD SHX Text
REPAIR CAVITY USING REPAIR TYPE PFR OR FFR AS NEEDED.
AutoCAD SHX Text
EXISTING P/T TENDON AND SHEATHING
AutoCAD SHX Text
NOTE: : 1. CONSIDER THE LENGTH OF DAMAGED SHEATHING IS 2'-0" (NOM.) FOR BIDDING PURPOSES.CONSIDER THE LENGTH OF DAMAGED SHEATHING IS 2'-0" (NOM.) FOR BIDDING PURPOSES.
