|
L GE k1l D
<br />A
<br />, )( 170
<br />1.3 3141
<br />R G E .:;� �'�, v y � b�'� $ � �" i
<br />' -A_j r_
<br />R VISION BY i PMIPROVED DATE Sym
<br />a I
<br />- ,
<br />i \ f'
<br />it <n(} r.....
<br />AND ,
<br />C FRI - -C: ' C' I 1 7 1('
<br />rGT-�1,3?1Ja_.T„Il,aJR�_L !I_ H.� kLI ,._4.
<br />30` 0'
<br />3510iS510-10
<br />t F
<br />3510I -5io,-1N
<br />�
<br />RC�iI,)i{)iti BY APPROVED t) Dt�TG ,IM �i �(d
<br />I
<br />r,-•'F... FCCIEh'BI
<br />LIT
<br />04. 0. 0R. IN(
<br />\=�FC�THIc rESiC�,uL;G'r ;
<br />s (�
<br />f ' C �
<br />y a , u rII JAI, 11...4.LO
<br />-' � F 1 ( � SPECIFICATION D v
<br />J r _ F
<br />•%� � ~- �� `,'� �. ' � '�� Cam; ,. �� , �� � �, � � ^� ar'PROlFD BY GcPT. D4I R.
<br />�sv
<br />y
<br />r t
<br />A. �JA.R.IER i J 1.24.20
<br />"5'"
<br />R THIRTY CREW 1 24 20
<br />nrPR:JIIr_C)
<br />jj
<br />' t;24i2020 i R.TNiRTYACRE ! 111.74.20
<br />DENOTIES 2'41v1?NJ DEEP 1 RENCH. ,.rE A 2U5104 SLOPE
<br />Tr E C rF:8 "? er,f)vr T S SHOWN
<br />DR10`1E.S 4'-0' N111J. DEEP TRENCH. SEE A E155104 SLOPE
<br />TRENCHES 1 PE RCENTAS SHOWN
<br />CJ CO;"IFROLiCCONJSTRUCT!Oiaa JOINT, SEE SHEET S280 FOR DETAILS
<br />EC,J CO;NIST"RUCTION JO!%!T AT NLE P,! TO EXITING COOI+;CRETE , "',FE
<br />4iS510-17
<br />� 3RAL
<br />Ll—>
<br />FOR TYPICAL OPEN PIPE DRAIJ! INTERSECTION, SEE DETAIL. �1S510-18.
<br />UT!L1TY TRENNCH AND TRENCH r'COVER f 'iATES )EE DECT:AIL ON 40-L158-35)10-17 AND S"?0-18
<br />[-OR MORE INFCORiMIATIOlt
<br />3. SEE Ivl IrrJ7F'\iCAL FOR GROUND! GROUNDING RE( UiFtCD FOR ALL EMBEDDED I`I'E+S+IS
<br />INCLUDING: REINFORCINJGAND EDCEANGLE.
<br />4. CONCRETE FOR N,1A„S PL ACE,ME1,IT:
<br />A) AN CONCRE T E PL ACED IN LIFTS GREATER fr!AN OR EQUAL TO 3 FEET CONS10ERED
<br />MASS CONCRETE.
<br />B) 'NIASS 091CRE T E SI 6rALL BE PLACED, TEMPERATURE- CONTROLLED AND ACCORDANCE
<br />IhITH AC! 207 - GUIDE TO MASS CONCRETE.
<br />G) C'EN'1=NT FOR MASS C,ON!CRETE SHALL BE TYPE 11, MR.
<br />D) CONCRETE MIX SHALL ?NGLIJDE A,TN1 C618 TYPE F FLY ASH. MAXIMUM FLY ASH
<br />CONTENT SHALL BE LIMITED TO 25% OF TOTAL CENIENTITIOUS MATERIAL.
<br />E) MAXI N,ilLr AGGREGA.IEGHAL1.NOT'EXCEED 11Y2INCHEs.
<br />F) GONC:RE T E TEMPsE-RATURE AT THE TIME OF PLA;ENIEN I' : 50' TO 70'F.
<br />G) PROVIDE PLACING PRCCEIDURES DESCRIBING MIETHODS FOR MAINTAIN
<br />TEI;IPERATURE REOUIREi?,91 S SUBJECT TO REV1 ^1N AND APPROi/AL BY ENGINE"R.
<br />PRIOR TO PLACING CONCRErE.
<br />H) CURING SHALL BE AIPPROVED'iVE' PROCESS ONLY, CURE UNTIL SURFACE
<br />TEildPERATURE IS!VVITHIN 20'F OFAMBIENT T O,'IPERATURE, AND
<br />TEIMPERAT URE AT M!D-0EPTH OFF SECTION! IS t 11T-?1N 30"F 0 FTEsMPER,ATURE,
<br />EIfvIBEDDED STEEL BASIS PLATE AT PARTITION' VV\LL BY OTHERS fYPIC'AL , COO-mlim.ATE
<br />FINAL.. DESIGN WITH ENGIi,IEER PRIOR TO PLACEIMENT.
<br />EOUI ItIENIT iv1' %IiPJII JE P STS'd''1?TI i CAST IN BASE ATE 3Y OTHERS, COORDINATE
<br />FINAL DESIGN 1AtIT; I ENGII"JEER PRIOR. TO PL ACEIVENT. DUMP OIJT T RENCI-I lill ALL AT POS
<br />SEE 0 E T A. I L 51,507-17. ROUGHEN CONCRETE TO 114" A N1 P L ITUDEA1,10 0 GJYEL I`1D EF+OXY
<br />HORIZONTAL R"c!1' FORCEMENIT 6" INTO ADJACENT GONC.RET;E AT EXI811NG CONDI T 10N.
<br />r.... ,
<br />> P{?O4/;DE FULL DEPTH ISCOLAFIOI`i 10!NT TO MATCH EXISTING 15UL't T l%i JQINT THIC11KNiES; -
<br />A UNLESS NOTED OTHERAI!SE LAP RE NIFORCIN G AS FO1.LOWS: MAT TOP BARS = 48 x BAR
<br />D141ETE R MAT F OTTaNI BARS = 38 x BAR DI AMETER WALL IH OR1ZONTA.L BARS = r15 xE'`R
<br />DIAN1E IFER 1AIAl L VERTICAL BARS = 43 x BAR DIAMETER,
<br />J. ALL STEEL PLATE 1. RENCH!`PIT CO''JERS INSIDE: CIF" PGT94 CELL OR LOCATED AdTHiN J
<br />SPLASH AREA, SHALL NAVE FACTORY APPLIED NON -SLIP FINISH (SLIPNOT, ALGRIP, OR
<br />OTHERAPPROVI:D PRODUCT)
<br />10. PROVIDrv_ VAPOR 'BARRIER BELOW ALL SLABS, F OIUNDAI IONS AND ! RENCHl"S, LE';"S THAN
<br />4'-0' BELO; N` EL :100'-0". SEE SHEET r` 602-74 FOR VAPORN BARRIER DETAILS.
<br />irv._
<br />'1 r E," RP
<br />r +F I f 1 E1! Es
<br />I i. PRCUWIDs� s"1ATEr'Pn'OvrINJCO A T A�.l. FCUN D' TIJ.d>,� I+1Cr �TR�I <CH�o GREATER TNJ'LNJ 4'4°
<br />BEL0�111 EL: 100' 0". SEE S'r- EE T AG02-73 FOR YVATERPROOFING DETAILS.
<br />12. FOR TYPICAL TRENCH DETAIL AND TRENCH PLATE SIZE SEE DETAIL AVS^ 10-4 AND B/S510-4,
<br />3PROVIDE FOWvISAVERnATA_LCONTROLJIUI`TS.AI i
<br />INPGT,CEL tr11ALLS.
<br />1, CONTRACTOR SNAIL COORDINATE POUR SEQUENCE AI`JD CONSTi RUCTION JOIN"
<br />it i. r rf e, SIEE
<br />LCCA. TIrJI; Ej1fl I H �N!'SINIEER.. JC?li'TT:a SHALL BE FI,-�C1�) AT v0'-0" MAXSPACING, ,aM,_
<br />91a1310-18FOR TYPICAL CCJi':ST;?11 Tlv;`i (,IN i« DET.AIL.
<br />10 058-8510 'ENLARGED TOOLING PLAN
<br />40-058.5280 COP"ICR`rE-TEE DETAILS
<br />;S"E 0 F 0 R
<br />N 143 T R U CG T 130
<br />PROJECT NO: 0012WO.il
<br />:JUF5111?_E J CURRENT REVISION 1 3 P1opiI DALE
<br />'lEEI
<br />'gPG T STRINGER TRIM I�D DRILL _
<br />9 Y
<br />,.)a .. g C}f �lr .m 3 Cp J1 i.lp.
<br />116u46,571
<br />�D'vl�C N+).
<br />S i FEU 1TURAL �1A S fER COL. 3,60.3.651 -GO EVEvE�r. � N , `,VTR 40 TJ58-` 510-11
<br />
|