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<br />REINFORCE CORNERS OF
<br />CONCRETE PAD W/ 3-44
<br />BARS AE 4'-0' p 1131. O.C.
<br />1 i TANK MAT CORNER DETAIL
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<br />33 36.1 SLABS SHAOLt. BE A TRUE -:PLANE, SURF'M,E WITH DEVIATION IN EXCESS GF k/4` - - W SHALL BE BORNE. HY THE CQhJTRACiOR. ALL STAKE$. M'U POINTS SFT FOR LINES, 21.d ACiCREGATEs, r;gA7FQRM TU'ASFM C ..,. -,,.,. ; .c.,r-- > ,-., ,. ,, WHF.N,TESIF,Y1 'difHA 10' -,$YR IGH(E[)G Ai 3'-INTERVA_S ,N rTr RE T N.. ( -T_GRAOkS, pri MEASUREMkNTS OF YHC V+URK SHALL#3EPRE..EIa✓EU IN IliElldPROF ER ,1.4. dFlTER SHn�I. DE: L6kAN ANTI-PUTADLEr1, k- I d„1 i0t _t, IG S �_fikE.IAt> ( TR PAC E FY INK P.O .CT ENGINEER. 21.5 SAND, CONFORM. TO ASTM C -14A. AND FI CTAT CLNCRE,TE FOR'3LA WITH SlRAIGHTF05ES TO PRINCi U FACE :TCTLACES UNTIL RUTH )171LEU 0HE E )Y U ? ft JF . _ ,, »- ... ..:_ .. ,.R , $R 7_.aLE. SP F.L REiNPERCI+G, f, f4FtpM:'TO ASTM: A-6Ia CHAPE 60 (CXCCE`r didk�_ NIIIT:c VF U .,ICRE -r E I U ?IRE(.+N SQ FINIJHF.L7 LAtir_L„aQUDFLI��AP L[.Nk,RE�YF, wIr1LE'ST[L L(,FtI;,E.N YU A [12tiE:._.CUNY13ACTU6 SHALL Vf_RIFY LOCATION OF Au, kXISiiNG UNUERGRUUraV unCrTIES OTHER w SEY YIEI D.SYRCNGYH 6U 000 PSI.: „, L 1 _ C - k:VE:"J RURF AGF..�WtTH N47 SGf1A SFArC;RF`C ?E VI PI .A'TrR A sF. N f, -:=.. -T.;.. :. :._�trl..
<br />: F , F N5.3.F. FOR .16 RO tG UN SAME, r
<br />R A S E OF ACF MOISTURE HAS
<br />AND a1ALI. BE RES O I 2.F./ 4, E.1-PE:D dlydE FA13RI. CONFORM YU ASYM.A i8,�. -
<br />S TE N P> RTS:'CHAR SPACES, -i ;HP 3' I - DISAPPEARED _S TFE',L'TRf3W61 ,SUJah'ACE Tt,l A -S OT1TH, EVEN'FINLS-,H, FREE FROM '
<br />., .. y 2.t.f3-A6AWN WILES I CLUDI C 'S. E .I Q R i Ch ,. E C, k LT I E- 6[766) _
<br />PTCA lOR SHnF.L-BF'RESF ONSlQ1,k FOR {UF?LIG SAFETY AND TY2Af61C CONTROL, r , -,. -, ,.
<br />' COJ C LRA`d PJ: WYRc WITH F.EF HCS::'RE t11C2E.D. B.R:IlPPQRTS F"R.CUNJ)RF it;'RF_'S T7iYG ON EARTH !31,EM1SHES F?NIT T!2{]WF.L.; i?ARkS; AT'1E;k TRG`,{�LINC,, HZtJS4{.SURFACF:'[7F' "NCRF PE
<br />AND SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS IN AND AROUND GRAVEL SHALL L - Pi E':': 121 UET7 ' }UR N IVDA .1'H H�CHAI: `. NO, PCP P' 4 4G
<br />UR' (i(2 EL _S1. Al.,_ 3F. d 6As_ 13 , 0. MANUFACTURED !. I7. J7 U 1...dG CHAIRS L ,{I fH BRISTLE [3RUpM To t2F.SUN.P iN A MEDIUMa,.LINIFURM, NCINSLFP TEXtURE:ll ClYiq, tlSfitliNlibtp!
<br />JOB SITE AT ALL DME`S.. NIjH, dEI,DE Pi-_ATITS ON BUITOM AS MANUFACTURED.'IJ Y HGAMANN Y BERNARLI, INC. :...S7R4" G R ' ' '' r
<br />- 213 FENMS, CLEAN 'STRAIGHT LUMBER OF MOISTURE RESISFANF PIYAN11J KNOT .. 1... A,E'. S7, [,kk C.R(7S,`r..d1Sk. to LEt:{GII, P.O. fjux 1.$0'/
<br />H- ,TOR. HALF BE. RESPONSIBLE FORTEMPORARYDRAINAGE FACILITIES, - r - ' - •- - 17 CURING= UTMOST' CARE SHALL': w ? wE TD'A6-D1EVE NIF RM PCIRIFCT V” ',U!2E - r ,: 3
<br />THE NECESSARY.
<br />S. E P.. k,pLE.Sr: LFFDRMATFT7NS, f.tCi SMAqLL NQT. BF:'ALLUWf:D; - • �f A N, ., ..E,..A U ..0 i k L Tr,.nc�,k, (,nllfprnlo 9..>381• 9f,O7
<br />!F rd"C 5 Y )URtN :UNSIRI,JC PO,1 PERIOD, - XF>ANSIO1 ;JOINT F IL _"R&a A, PHALF' IMPREGNATE F B RtNATD CUN ORKING Ci F1'12, A(_t. SI_r AS; Gd}i N? T liSP'.G� �C(U ;".H, J� c: N�. M -T' SHALL CONE LIAIM
<br />E E SAR f G C ?_+.16 E. ... .D ,. •,, ,lak S. ,.r. U..7 E.\-..2 .. ,.. •.. 1 ,. ..,. 1 .,fit-. M C„RQ 1}1L CURT G .E rjOF7a S L,,. E., FLc:
<br />-.,: ASTM USE 1/2 THICK ,OR'AS-NDICVFO ON DRA ,{INGS,' in ACI. STANDARD:.:60 s.EIr) AN *"'AC1•S-TA AR 106-66.3520 C)�kdale Road, Suito F3
<br />EXCESSIVE DIRT SHALE BE SPREAD IINIFORF,tl.f OYER AREAS AS DIRECTED DY il,l:_ ., „ r, , . } . A . NO D
<br />_ 2.1,11 CALL7uM f,PL,7RT,.E NOT I ERMtT YF. J) ,3.E3 kk MUVAL NF FORMS,': DUT.,NOT. REMU YE: FOIRMS UNS ' UNCREIJ HAS ATTAINED : Modos1n:.. GWif mIu '3`5357
<br />PROJECT' ENGINEER, 2.2 CQNCRFTE PRUPORTONJSi CONCRES'FS: :SUPPLICRAVALI_ DF„SI(7N CONCRETE MIX AND SHALL F 'A - -
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<br />p' t CONCRETE STRENGTH,n N f N r' r . oFi 11 >
<br />v } F 1 RANI E ., 1N6R Et. L CONCRETE UNLESS F SS -NUE OTHERWISE {VSE [lN' GRA I�tuS 3 i._)
<br />I F I Y OTHER OF ACIFS �1AL 3_ GUARANTEE t4. E U 4 d i- )
<br />1 REMOVAL Or YR `.- SFUMPS..ID.L Nt S. Ud CT E 35 k
<br />A E O BY IR_ BEP ,
<br />v l"ATCHINO liri ", r PATCHING r ,
<br />,J.9 A tv U T'ATGf I u .7C WARMI) � Y r•'
<br />C J � L I CU(d UN I! RO E.D Il rLR
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<br />F I N FOP 4 A SIREN YH 'AX '(7' .7--""
<br />�. _ IGF - ..R REQUIR'D C i ERd SE: 6Y DE'S: SHA t 9"�: DF IU ED q 00 .SC , RL Z.y ,�> €�SGE3
<br />" T AN A AND COMPACTED TU 90a R( PRIOR rI k k LQ Y. ? O i
<br />CLEAF�E[) OF DING. UNDESIRABLE DEBRIS -L B(VOI t -LTU N . C E < 6. AY4 ,STH N1T.t�SS fF{AN 3.121 BATS BI` 4FMt,w PER CUBIC.YA or CNATT:
<br />;?.l0 TEMPERATURE
<br />xATIIRF � )
<br />TO ROUGH GIRAINFE D FIEN TSHAL F13E (VOID ElACKFII_L AND SITE Ci,AUICJG) !.X¢,E-E) N R d C Now RD C� At•r COL) "ATF.[:- ;', 'f M c M S
<br />» - - NOT MORE THAN 6 /2': GALLONS ':p F".TJAYER PER BAG qF• CEMENTS AN N f Mr]Rii' . THAN A U COLD WFATI /.R. WHEN 17A,17 fNEA 151"It YtJ):1A THE, A CONCRETE
<br />T2E. BE LESS
<br />U Poar kr,cINFERFD rl1.lsHACI_ BE RE.�uIRr:.q, r R 1 S, n Q
<br />. 4` 'r.t)MP. AIR CONTENTS SHALL.12ANGE 1iEi WF.[N M1': r\r:ID.-P.,."- , -. , �; -. '.� ,., , TFIAN 4t? t7,GRE'fS F'ARF..[JHF:IT„MASH FAIN TFMPF.RAtURq OF CUNCRE.fF. BF T`{F'FrJ 10 AND :...
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<br />: F?ART:3 -' EXECUTION ..: 10 L7EGF;r ES. FAfaFNI3El1"rUld M.IJVIMUM{.:.G[;. d"2 Ft{711NS �•W-.•'•••w•,-•.•4;•w„�•,.v�-•,,.�•�
<br />"ENGINEERED FLY SITE, F,FL$ WI'IICH F,%GEED CrJF. FOOT) r 1102 HOT WFArHFR<:, MAkE ARRAF;IfiE"NEN'AS: FQP NSr ALI:.ATIQN QF WINDBREAKS, SHATONG,
<br />..._-,., �.:__....,.._ .__.__...... _ 3.i GRATE C TR'l� ESTABLISH AND ,A�NTAIJ LILACS AND CRACES FOR C%it„R TL t MS rU6 PR � N "';P CE PLACEMENT, '
<br />. .,.. ,. _ ,,. ,:- ) UN„l, 8.... M.,(, f :X-. k ;.,E ,.f) SPRAY, 57121 Ki. U+U,...,�,UNGINU URW,E.i.C[IVh FtiNG IN hUVANI.!_, OF TAKE'..
<br />--.�- A- THE MATERIALS FOR DIE :ENGINEERED' FILL SHALL BE GRANULAR NON-EXPANSNo - L?Y. MEANS (F LIN ANO .GRAPE STAK�,.S AND•SC,REE PS SIJGF[ nRf IE1;TI` E MFaA'URP,S A.` 6LACK Y AS CIA CRETE HP.ROENINK AND €"IN SHING
<br />FTFF FIOM': nEvoL” WAR AMID YFL:R DELETERIOUS MAIERIALB. . - '._• � i. , To .''"". SHAPE, Nf” 4S ) } {` Y
<br />N:TS.: AND BE l._ 2 E F G E Ki 32._E LkM ,✓URK $r.11l, O,Fq ,IS f,frNFIjRM TI] S.,tEr L.II ,S AND DIMkNS1U }J CIF, •. !]RE.RAilE7NS `r1IN At,f F.7W.';, - V., ,”
<br />R ,NCR T, R A N T IO tAN PLACING F N:. A r - � ," ,J, : ,.
<br />_ „ - ,. , CI, TkF k MEMY3E Sx O.R CE A D...SE,GUj2E' [I.Id (T S t) l.At.YNr U..LB, C',2L,TE ...NO .•. ,3.1, ILS!}Nt-I [; L.AC {Tf: T.:.S45 S. AL,. FS 3 FR T'.. THF. ].. R -TION F THE `,JJ.R'7
<br />.....__� i SELECTED Fr F, MATERIAL SHAH tE-t?ACF U'1N FAYE12� WHICH NHFPf :..._ ,;, -„ _... - , . ,..<. .a RANA f k..,. t E OIAL . k,0 A ,., _ALE? ONI(_ q _ UJrE
<br />B ilk a_1.L_ _D LL h F. ? i, sm ,. MAINTAIN:ti'R P` ANll:P r 'LF kM S FF.IL EN. Y:. l)Hf�: AN , , '...' '�• •.' ' •>. .
<br />- S!61 JHA„E,B, (a.St7IUNS, MAKt=,.., U U. I T4 fl .. D.. r Ct7NS 1'PdIiC, 1111N MANAGER, IHC' L)WNF.k SHALL PAY,, ht7,H AL(;.7(:C7N `4EIL: lEST1NG-"EINE'AC.iF[IN
<br />COMPACTED oiiALl„.NUT EXCEk.p ol% (6) INCHES'N THICKNESS. EACH LAYEId F: ,U -. , -. 4
<br />v. .,URSTAh}i1A 'LY AS. E46LFD TQP ,VENT^l3U4D. NC QR I„E:AKAfiF., A. SFM�f,E FRt)MS. IN .. .':'. TE'Y:'S t -IL F3E'R"t' i? PRIOR )t7 t, �Rl� :M NT... F'�A. i.' RET. f JT ''
<br />J:. SH . GHIY : _ MIXED 6URN I•. .." - S<-.. J ,4 A” kTUI kA R.I.,, Ur ,..ACF„ E Q it ; U , E C7 J GRADE' E h.D
<br />SI iAt.l_ BE SPIsE(+I); EVEr t.Y AfJi ., Ai L BF_' JHQFiAUG ... , QI.AOF
<br />IF SIAL A Me1i{MER f FAC(LiIATE' .HM (Fi'REMESVpL. WIITLH ': D WITE. TC} QuEm iE'0 OR :-: N,.JNER'S FNGEN[GRINU SE,2 fr;t'S F`QR CUS{PA T1UN,TESYING TEST, r!::CT .WFf.L k? PAID
<br />THE SPREADING^TO, INSURE UNIFORMITY OP. MATERIAL IN EACH LAYER. - - U � E
<br />tiP'+AL1., BF,' IN t1R NF,r,1f�NF'.d C(LV j�CjN,), ��.��QFR`, �MUIFrJI ARID 'u(TH(J11 T'.. (N17ENt ATINNS pr2 '^. Ff)7{ L',Y�Ij',{NF:R,,: a •.: q. � :I � ..
<br />- .:i
<br />C' i"L1YcR MAY BE ADf'.F.Q U!'YIII, iHG MOISTURE CONTENT I5. ADEQUATE TO ASO'e: `t..rJD.'.:. NS PALL ar CA ,w.. 'XE -S AND POSSIi IN PROPER LOCATIONS },1?.1H(
<br />ANDY t 4N $.g41 G S
<br />THOROUGH BONDING CURLS(" THE QMPA4TINGOrIoCF.SS. AND, f EV; HTS. FXP6Nr51HN JOINfS',y:"RuL.K,.'CO 1117 qF F1000 STRIP'S'. INSTAq,4FL1:'.,WITH 3711 SLAB UVFK TANKS `SMALL BE l3 .LUNCRLTF SLAB WITH .t3 RrTNgnRCI.NG BARS AP
<br />'.TOP AT E;LEVAr!04°,E,JF'.FIN1SMFr I:.C� CRk1E',NEA FLY' FINISH EDGES UC EXPOSNO CJNCM; rE: la,0C, ocri WAY nC Bc1�2' SAQ➢LE$,
<br />ACF' I 'ER. HAS EEN PLACE RIXEO'AND SPREAD EVENLY IT SHALL. ESE .-... L§R .. .. ?:. I. ??: :: ILjI r > +^' ,. ,
<br />D AFTER E i. I{Y.. B P. : ALf,7yG ,)talF}TS d[YH..A SLI(,H PC.Y`.R[�.. opt Yttpl.., .... ,i E„u., ISLAN} Sf_A0S'SIT Cy '"10 1 NCO iF, fj INFCRCErer,T SHALL BE Fr/G x 6/E+
<br />prORgll4Hl_{ GO„tPAGILU .Q NOT LESS 1HM! .34a OF MAX:M JM CRY U_Na11Y I,1. JELDFI WREI SIT. DIV N,7'S AT. 16"OC EACH ,JAI`„,REINFgR E:AENY SHALL, 17E
<br />WITH :- , - + » » 3.�3 REINFORCE ENV, Fk{4N1SH AND InumALy .AI.(, .RE'INFCRCING SPITE 101111 TELT ON ,OPAJIMG ,.;� ,a,. ,
<br />ACCORDANCE. WITH ASTM 0�-1557-70 TEST PROCEDURE, CLASS A. Ms, , I r - I - .. RF,,, -1/2 ABOVE BUT T04"' OF`.', CUNCPF TF.'..r . ' -.
<br />....,E TAI, RF,aNF URi-E dEN# AT THE f NGAEPE IS:,RI ACF Q, SF{r>I_L 3K FFdE4...FRT1M 3I3 `ANUPY FLOWING,' -:CAN PY.,.E YI (00SFA f` F MEMO f3Y GEr+F AI S`. NF
<br />: i ' rA P 1 tJ. !iF AT. TiE. : CEiAT1NGJ, WLUCH dII.L. LIES TRUY:,�R?:�2�i1UCcE ',THt_ BGNq. MLiAI. REINF GRCk.MENT SHALE, BE .... �ft,, !: '.. {..
<br />E COMPACTION TESTS. SHALL BE INUji MF.. ON S. 4 S T, _ . _ , ;, > ., IN Tt,3A[�iT1R AS PER: `aH[7R. DRAwINU St1VPL.IEF7 BY :JlMrrf) c.ANUPI_S ALL `4A TERIAI_S
<br />`,•r �•_: ,• - , .,, �'• } ":c-+,,• 56E,F'F:D SU AS YL),E?RF, PREVENT f`fdE '':I.1,NCt E{31f. A:'M1N1h�17M OF 4N F>i i�f2SM. FYT{IL'7i� Et7: F:4,ACh.J•'iFhlj � c.... .-it,.. ,...,
<br />IY R f OF I ITIAi TC FIN, SF LI BE AT OWNER$ Ek! J- � ! tIAI �' $ A - .f$ P" c
<br />3
<br />tANM Mflr
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<br />TYPICAL TANK LAYOUT %I S.
<br />QWNER5.h! RE.ON, LQa ,, ;:n ', - ur, . -.. � ... , . „ 3 _L -D , E1U L, 147, Uh' R{ F,l�.,`N,. THA}%r,:S."'fi ,IT.,D F,I:;SE,WFIERE ,,:,.III s S„ GtINN.
<br />S T , �E .; ,. _ - ALL. REINFORCEMENT : SHALL BE FABRICATED:AND PLACED .IN ACCORDANCE 'dTTP'GANOAROS ` r' z -.: ER '
<br />ALL,. RETESTING COST SHALL BE BORNE. f3/ THE CONTRACTOR WITH RFSIII_t5. ., .,,.,_ ,, - _.. __1 _. j+i4 (?P. EITEC TION QF A61: CGrJE:.Fd JE $1RF ES,: FF I'/T k',RE PFaNJ)AIIY E,71.. 7.I,E-CJF'NEhAI_
<br />_ or ACE METAL REINFORCEMENT` Sf3,A ad. '°-AGCEJRATIEL LACED AND, ADL I AWLY S C IK i.'. ` , <.' , E- -' L C ” C' -�AG �S
<br />r c, -: -r' o .. ,.,„ C E...,_4 , IS ..�.P 4S _. U 4 .I..:. ::, . L[SN,tR LP.t,7d TG F>RYE E f11"(.1CjUNCf3 TE e IJRFACE'Yi AGAINST ANY.17hMAC>: ':YHA1SUkVP:2,.
<br />f Uh1NA,?U7vD TO THE ONNF..d AND , RU�L4a I.PJ1,n JEF_R' .
<br />IN P(ISITIIJiV,. SPEdCE=`a`...jrd AJJACk'NF' IT ISS: SNAk.L ESE, L APPEIJ 36 G. AME PERS AT'CgRPIFRS A - - _ t,. • $..
<br />. , - ,.I ,. .. (A a. 1Hr0k CNG kh CF.SS1Vk LMADIN(rP $H t;PiNGi ::CRACKIN6Al.$TBE CL ,;N NC 0 U IFORM COL
<br />pr1T,r 5F•L J;. t..l:-All !ACEbIT SIIEl.iS,OF,-,d [IdE' M.E,Tra SHALL pELANPkS1 A7, UkASE, E1.',jFNO ” .,i:+E OWNER F:.;<F}E,(,iS::g PP3'Fll,' PNC C6:�S RFAC '.:TU. BE CLF AN AND Ute UNIFORM COLOR ��->a'�+�.•»J'.-+~+--»+••�.•-.-�*-»--
<br />GFNERAI::DUST CONTROL AND $ItE GLEAN lJP FiFOtlIREMENTS :.SECI1RFLt.rl1RFD,'$U„ORT AkC.'. f2EINC'f.)RCE..MFNr ,t1YH 5isll174 E1 AS (2EOUJf,E ”` T,''.T'n E E;.f T R,.+. <'. - F. ANY T. DAMA01 -
<br />.<- Y ,.. : .. D _i , , ,.,..AND. EK. _R A C,1MNkrE, SUN,THF" YR[j`(f:C E. �PP.,.ACk e,ONGRE f< DA ALE ),JR(fyU '. x..
<br />.., -
<br />,1,4 MIXING ArlIF:CF2ANSP.D"j7INCi CGN4Ok;T,F;r, GCi,Ntv,fdE ff, til!ALL.,.U€' RF:A!V MLXFD F'<Nhi SHALL _. :;. CIlNS TRUIi TrLlyd,:,- >
<br />I. W '
<br />,- P. i:• „4;' •' e i 3,1 N D%Iftr$T RI7L,. +Y : J r AFr N J' A S 'F6 ( CONCREITEMS
<br />- > S ': S - M&..T:1TF,"(: I(2EJkN.,,.. LF ASTM G, n.FI7R MIXING ANLY. DELI lFRN, FURNISH f. LPI,ICATE' U G. ADE FS.. AI3LYSH,fLC;D, AI F7,„1_.1,1 S AI'.D GR E.,.CU,C E 1
<br />A. FREQUENT ARTH MO OF AN DUI EARTH A DURING CLEARING, F U. k, ,.,. ..... D <.r ,- v,. E_
<br />- � � ,. , ... ,r ITCLIVERY YICKk:T,,: IF EACH.100 F.,4Y7 tU UWA,ER'S 1.;.f]!„hL. f.UNSTR t,Tlf7r1. FF IG WIdFPJ.: ifiE F?RLMS,fS rL,F:,Ay`! AdJ II AT'60- TIME$'-,
<br />(,YLAD,N4, EARTH MOVING AND UFIir l2 NFL PREPARATION ACTIVITIES. 7. A 4 P C U E , q
<br />, .. , .;; -.:.. ., RE;FauIPkIT, TICIS4 YS $MALI_ SPE CIFYiS7RENTiPH',:5(dIMP, AFSCJRE: ti(1TF: S77Ci` A1f2 , ; .. ,^ •. ., '.
<br />IT ONLY.CLEANUP OF MUD, ")IRT AND LURFR CARRIED FROM HAA CONSLRU4rMIJ ENCRAINMETV ITT AFF) AND BRAN' 'F,-CEMENI';: NOTE AMUUNT LF `.{ATER ADDED A[ JUB,
<br />SITE ONYO 'ADJACENT STRE�ETS-AND PROPERTIES. PrACING C{,1N?'RF. LEI Y. � '"D � "
<br />` - `: 'F ' 3r51 NT1i NT[ RCCNr iHE. CfYN T(}r t;T 4kSHA!-.l. N'TIFY FFik• Q`dNER'S LOCAL C:UNSYRUCiiC7N F
<br />G, THE. USE Of SOIL BINDERS OR REPAtATE.I? SOAKING. iU MAiNTAFN A GHUSIY I ,,.. ) U i U
<br />r FFFICk,-AT I r,A3d 40 HOURS THFURE FLAEI1+NAY CUNCRE.YE THEA CUNTRACTCR „' .',:;: .`• o,,
<br />SURFACE UPON COMPLETION. OF THE S[Tr. PREPARATION ACTIVITIES, -
<br />iHAI.i,"PSC 111 V, Ai;k. TL2AUCY,AFPE;CiED B'1";l4NCREtE PLACEMENY; irf I, EIiS,( ,e4 HOURS „. ' v ' ''' r'
<br />D CONSTRUCTION : HOURS SHALL OF UMIIED! TO THEAAYUME HOURS BETWEEN '..':: , 9F,FF1F2f":, VILACIr1U' ANY CgN4„RF`T�S�IN ORDER THAT,i 0100. AFPFf,YE! MY INS CAIl � ", r ,
<br />110 AM AND 650 PA. AND ALL CON°IORIJCIICJN EQUO"MENT SHALL BE ' RO0QIRKD fiLU£J TNI SLF,F.VEI)=,RC1{: �fF,TS, ETC.
<br />AC['CUATFLY MUFFLED AND MAIN1AINED. Jae PRQrE,C'II':N' PRE1TF;n,C ,ALL Wt1RK CF OTHER YRAOE10S,REOU;RFD,, � ”
<br />35;3 WU iF(N(,i Hint `d E:! IURMS AND DAMPEN SANu (,USIITLINS",OF;FU4E
<br />PL AMNO JI'F, TE;::
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<br />t ESTRLiCTURAL UETAILS
<br />I r�F. ';,SAI pNT Rk:St$TANf I ' w�
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<br />BOTH WAYS 1 r- : 4000 PSI C:UN(`'
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<br />33 36.1 SLABS SHAOLt. BE A TRUE -:PLANE, SURF'M,E WITH DEVIATION IN EXCESS GF k/4` - - W SHALL BE BORNE. HY THE CQhJTRACiOR. ALL STAKE$. M'U POINTS SFT FOR LINES, 21.d ACiCREGATEs, r;gA7FQRM TU'ASFM C ..,. -,,.,. ; .c.,r-- > ,-., ,. ,, WHF.N,TESIF,Y1 'difHA 10' -,$YR IGH(E[)G Ai 3'-INTERVA_S ,N rTr RE T N.. ( -T_GRAOkS, pri MEASUREMkNTS OF YHC V+URK SHALL#3EPRE..EIa✓EU IN IliElldPROF ER ,1.4. dFlTER SHn�I. DE: L6kAN ANTI-PUTADLEr1, k- I d„1 i0t _t, IG S �_fikE.IAt> ( TR PAC E FY INK P.O .CT ENGINEER. 21.5 SAND, CONFORM. TO ASTM C -14A. AND FI CTAT CLNCRE,TE FOR'3LA WITH SlRAIGHTF05ES TO PRINCi U FACE :TCTLACES UNTIL RUTH )171LEU 0HE E )Y U ? ft JF . _ ,, »- ... ..:_ .. ,.R , $R 7_.aLE. SP F.L REiNPERCI+G, f, f4FtpM:'TO ASTM: A-6Ia CHAPE 60 (CXCCE`r didk�_ NIIIT:c VF U .,ICRE -r E I U ?IRE(.+N SQ FINIJHF.L7 LAtir_L„aQUDFLI��AP L[.Nk,RE�YF, wIr1LE'ST[L L(,FtI;,E.N YU A [12tiE:._.CUNY13ACTU6 SHALL Vf_RIFY LOCATION OF Au, kXISiiNG UNUERGRUUraV unCrTIES OTHER w SEY YIEI D.SYRCNGYH 6U 000 PSI.: „, L 1 _ C - k:VE:"J RURF AGF..�WtTH N47 SGf1A SFArC;RF`C ?E VI PI .A'TrR A sF. N f, -:=.. -T.;.. :. :._�trl..
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<br />S TE N P> RTS:'CHAR SPACES, -i ;HP 3' I - DISAPPEARED _S TFE',L'TRf3W61 ,SUJah'ACE Tt,l A -S OT1TH, EVEN'FINLS-,H, FREE FROM '
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<br />AND SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS IN AND AROUND GRAVEL SHALL L - Pi E':': 121 UET7 ' }UR N IVDA .1'H H�CHAI: `. NO, PCP P' 4 4G
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<br />JOB SITE AT ALL DME`S.. NIjH, dEI,DE Pi-_ATITS ON BUITOM AS MANUFACTURED.'IJ Y HGAMANN Y BERNARLI, INC. :...S7R4" G R ' ' '' r
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<br />H- ,TOR. HALF BE. RESPONSIBLE FORTEMPORARYDRAINAGE FACILITIES, - r - ' - •- - 17 CURING= UTMOST' CARE SHALL': w ? wE TD'A6-D1EVE NIF RM PCIRIFCT V” ',U!2E - r ,: 3
<br />THE NECESSARY.
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<br />-.,: ASTM USE 1/2 THICK ,OR'AS-NDICVFO ON DRA ,{INGS,' in ACI. STANDARD:.:60 s.EIr) AN *"'AC1•S-TA AR 106-66.3520 C)�kdale Road, Suito F3
<br />EXCESSIVE DIRT SHALE BE SPREAD IINIFORF,tl.f OYER AREAS AS DIRECTED DY il,l:_ ., „ r, , . } . A . NO D
<br />_ 2.1,11 CALL7uM f,PL,7RT,.E NOT I ERMtT YF. J) ,3.E3 kk MUVAL NF FORMS,': DUT.,NOT. REMU YE: FOIRMS UNS ' UNCREIJ HAS ATTAINED : Modos1n:.. GWif mIu '3`5357
<br />PROJECT' ENGINEER, 2.2 CQNCRFTE PRUPORTONJSi CONCRES'FS: :SUPPLICRAVALI_ DF„SI(7N CONCRETE MIX AND SHALL F 'A - -
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<br />CLEAF�E[) OF DING. UNDESIRABLE DEBRIS -L B(VOI t -LTU N . C E < 6. AY4 ,STH N1T.t�SS fF{AN 3.121 BATS BI` 4FMt,w PER CUBIC.YA or CNATT:
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<br />» - - NOT MORE THAN 6 /2': GALLONS ':p F".TJAYER PER BAG qF• CEMENTS AN N f Mr]Rii' . THAN A U COLD WFATI /.R. WHEN 17A,17 fNEA 151"It YtJ):1A THE, A CONCRETE
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<br />U Poar kr,cINFERFD rl1.lsHACI_ BE RE.�uIRr:.q, r R 1 S, n Q
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<br />--.�- A- THE MATERIALS FOR DIE :ENGINEERED' FILL SHALL BE GRANULAR NON-EXPANSNo - L?Y. MEANS (F LIN ANO .GRAPE STAK�,.S AND•SC,REE PS SIJGF[ nRf IE1;TI` E MFaA'URP,S A.` 6LACK Y AS CIA CRETE HP.ROENINK AND €"IN SHING
<br />FTFF FIOM': nEvoL” WAR AMID YFL:R DELETERIOUS MAIERIALB. . - '._• � i. , To .''"". SHAPE, Nf” 4S ) } {` Y
<br />N:TS.: AND BE l._ 2 E F G E Ki 32._E LkM ,✓URK $r.11l, O,Fq ,IS f,frNFIjRM TI] S.,tEr L.II ,S AND DIMkNS1U }J CIF, •. !]RE.RAilE7NS `r1IN At,f F.7W.';, - V., ,”
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<br />.....__� i SELECTED Fr F, MATERIAL SHAH tE-t?ACF U'1N FAYE12� WHICH NHFPf :..._ ,;, -„ _... - , . ,..<. .a RANA f k..,. t E OIAL . k,0 A ,., _ALE? ONI(_ q _ UJrE
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<br />- S!61 JHA„E,B, (a.St7IUNS, MAKt=,.., U U. I T4 fl .. D.. r Ct7NS 1'PdIiC, 1111N MANAGER, IHC' L)WNF.k SHALL PAY,, ht7,H AL(;.7(:C7N `4EIL: lEST1NG-"EINE'AC.iF[IN
<br />COMPACTED oiiALl„.NUT EXCEk.p ol% (6) INCHES'N THICKNESS. EACH LAYEId F: ,U -. , -. 4
<br />v. .,URSTAh}i1A 'LY AS. E46LFD TQP ,VENT^l3U4D. NC QR I„E:AKAfiF., A. SFM�f,E FRt)MS. IN .. .':'. TE'Y:'S t -IL F3E'R"t' i? PRIOR )t7 t, �Rl� :M NT... F'�A. i.' RET. f JT ''
<br />J:. SH . GHIY : _ MIXED 6URN I•. .." - S<-.. J ,4 A” kTUI kA R.I.,, Ur ,..ACF„ E Q it ; U , E C7 J GRADE' E h.D
<br />SI iAt.l_ BE SPIsE(+I); EVEr t.Y AfJi ., Ai L BF_' JHQFiAUG ... , QI.AOF
<br />IF SIAL A Me1i{MER f FAC(LiIATE' .HM (Fi'REMESVpL. WIITLH ': D WITE. TC} QuEm iE'0 OR :-: N,.JNER'S FNGEN[GRINU SE,2 fr;t'S F`QR CUS{PA T1UN,TESYING TEST, r!::CT .WFf.L k? PAID
<br />THE SPREADING^TO, INSURE UNIFORMITY OP. MATERIAL IN EACH LAYER. - - U � E
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<br />C' i"L1YcR MAY BE ADf'.F.Q U!'YIII, iHG MOISTURE CONTENT I5. ADEQUATE TO ASO'e: `t..rJD.'.:. NS PALL ar CA ,w.. 'XE -S AND POSSIi IN PROPER LOCATIONS },1?.1H(
<br />ANDY t 4N $.g41 G S
<br />THOROUGH BONDING CURLS(" THE QMPA4TINGOrIoCF.SS. AND, f EV; HTS. FXP6Nr51HN JOINfS',y:"RuL.K,.'CO 1117 qF F1000 STRIP'S'. INSTAq,4FL1:'.,WITH 3711 SLAB UVFK TANKS `SMALL BE l3 .LUNCRLTF SLAB WITH .t3 RrTNgnRCI.NG BARS AP
<br />'.TOP AT E;LEVAr!04°,E,JF'.FIN1SMFr I:.C� CRk1E',NEA FLY' FINISH EDGES UC EXPOSNO CJNCM; rE: la,0C, ocri WAY nC Bc1�2' SAQ➢LE$,
<br />ACF' I 'ER. HAS EEN PLACE RIXEO'AND SPREAD EVENLY IT SHALL. ESE .-... L§R .. .. ?:. I. ??: :: ILjI r > +^' ,. ,
<br />D AFTER E i. I{Y.. B P. : ALf,7yG ,)talF}TS d[YH..A SLI(,H PC.Y`.R[�.. opt Yttpl.., .... ,i E„u., ISLAN} Sf_A0S'SIT Cy '"10 1 NCO iF, fj INFCRCErer,T SHALL BE Fr/G x 6/E+
<br />prORgll4Hl_{ GO„tPAGILU .Q NOT LESS 1HM! .34a OF MAX:M JM CRY U_Na11Y I,1. JELDFI WREI SIT. DIV N,7'S AT. 16"OC EACH ,JAI`„,REINFgR E:AENY SHALL, 17E
<br />WITH :- , - + » » 3.�3 REINFORCE ENV, Fk{4N1SH AND InumALy .AI.(, .RE'INFCRCING SPITE 101111 TELT ON ,OPAJIMG ,.;� ,a,. ,
<br />ACCORDANCE. WITH ASTM 0�-1557-70 TEST PROCEDURE, CLASS A. Ms, , I r - I - .. RF,,, -1/2 ABOVE BUT T04"' OF`.', CUNCPF TF.'..r . ' -.
<br />....,E TAI, RF,aNF URi-E dEN# AT THE f NGAEPE IS:,RI ACF Q, SF{r>I_L 3K FFdE4...FRT1M 3I3 `ANUPY FLOWING,' -:CAN PY.,.E YI (00SFA f` F MEMO f3Y GEr+F AI S`. NF
<br />: i ' rA P 1 tJ. !iF AT. TiE. : CEiAT1NGJ, WLUCH dII.L. LIES TRUY:,�R?:�2�i1UCcE ',THt_ BGNq. MLiAI. REINF GRCk.MENT SHALE, BE .... �ft,, !: '.. {..
<br />E COMPACTION TESTS. SHALL BE INUji MF.. ON S. 4 S T, _ . _ , ;, > ., IN Tt,3A[�iT1R AS PER: `aH[7R. DRAwINU St1VPL.IEF7 BY :JlMrrf) c.ANUPI_S ALL `4A TERIAI_S
<br />`,•r �•_: ,• - , .,, �'• } ":c-+,,• 56E,F'F:D SU AS YL),E?RF, PREVENT f`fdE '':I.1,NCt E{31f. A:'M1N1h�17M OF 4N F>i i�f2SM. FYT{IL'7i� Et7: F:4,ACh.J•'iFhlj � c.... .-it,.. ,...,
<br />IY R f OF I ITIAi TC FIN, SF LI BE AT OWNER$ Ek! J- � ! tIAI �' $ A - .f$ P" c
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<br />S T , �E .; ,. _ - ALL. REINFORCEMENT : SHALL BE FABRICATED:AND PLACED .IN ACCORDANCE 'dTTP'GANOAROS ` r' z -.: ER '
<br />ALL,. RETESTING COST SHALL BE BORNE. f3/ THE CONTRACTOR WITH RFSIII_t5. ., .,,.,_ ,, - _.. __1 _. j+i4 (?P. EITEC TION QF A61: CGrJE:.Fd JE $1RF ES,: FF I'/T k',RE PFaNJ)AIIY E,71.. 7.I,E-CJF'NEhAI_
<br />_ or ACE METAL REINFORCEMENT` Sf3,A ad. '°-AGCEJRATIEL LACED AND, ADL I AWLY S C IK i.'. ` , <.' , E- -' L C ” C' -�AG �S
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<br />f Uh1NA,?U7vD TO THE ONNF..d AND , RU�L4a I.PJ1,n JEF_R' .
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<br />D CONSTRUCTION : HOURS SHALL OF UMIIED! TO THEAAYUME HOURS BETWEEN '..':: , 9F,FF1F2f":, VILACIr1U' ANY CgN4„RF`T�S�IN ORDER THAT,i 0100. AFPFf,YE! MY INS CAIl � ", r ,
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