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REVISIONS BY <br /> ---------------- <br /> __. <br /> TOOLED JOINT 3/4" DEEP X <br /> 1/8" WIDE_ <br /> 6'MIN. _.O" ;�" 1/2" THICK EXPANSION „_.. _------- <br /> 4—_.0_ <br /> _.______ —___. , __._ .__............,. , ,,_.._.___ JOINT W/ PETROLEUM <br /> RESISTANT <br /> - SEALER <br /> REINFORCED CONCRETE SLAB — 1/2" -1 1/2" <br /> PER PLAN <br /> WITH #4 REBAR A..F. 16" O.C. 1 2,u R <br /> EACH WAY i . <br /> �� =13a • <br /> a I III_ <br /> Tr _�m_,c � l 1 1 <br /> C O N C. CURB W1 WEAKENED 11 <br /> _mm-- <br /> PLANE ,.aIN r gra a>° <br /> O.C. &EXP, JOINTS @ <br /> 1(TO"._...0^ O.C. <br /> SUBSEQUENT FIRST POUR <br /> #4 RE---BAR, CONT. 2" ____......._......__..._.,_...._..._.... <br /> POUR DOWN <br /> CONC. EYPITAI._.a KE=aYE ID JOIN ISCAL <br /> 5CONCRE CONCRETE C` JUR DETADESCALE <br /> SCALE1 1/2"=l'----0" _--___-------- ---- _--------------- ----------_------------------------------------------- --___,_________ ___ __---------------------------- ..__..w __........___-------------------------__---------- <br /> l'--- <br /> -----1 --6'" <br /> 1/2" THICK <br /> EXPANSION ,JOINT W/ 8" (',ONCRETE TANK SLAB <br /> PETROLEUM <br /> RESISTANT SEALER #4 EARS @ 16" <br /> CONCRETE PAVING O.C. EACH WAY, <br /> 4 � <br /> `�` ,�. -°� •w4 � -""b CXR 4_�.e LR.1 CT�i <br /> C 0 <br /> i <br /> P-"1 C z <br /> 0AGGR <br /> o <br /> BASE � �,J a <br /> COMPACTED ,ss \��" <br /> SUBGRADE °,�,�°r o�j�� � 3/4,"x18"" SMOO TI DOWELS @ 12"" O.C. � c0a <br /> r�EASE.. END IN FIRS.r. POU( .-..... (!7 <br /> G c- <br /> Pf.OVIDF NON--BON INGT c ` ' c <br /> LOCATE' CCS CENTER OF SLAB <br /> MATERIAL @ VERTICAL r <br /> FACE OF FIRST POURPEA GRAVEL. BACKFILL C1_ Cl ELLi > � <br /> "cam <br /> Cf7ca <br /> ✓) � , <br /> G�.� <br /> Z (n <br /> 8 6 TTN T. 1 AN K S[ AB EDGE � � `�� <br /> SCALE 1 1/2"=l'--O". C z 0 <br /> -J00< s <br /> Et_ <br /> 3/4" DEEP X 1/8" SAWCUT W/ <br /> PETROLEUM RESISTANT SEALER. (SEE <br /> ARCHITECTURAL DRAWING FOR LOCATION) <br /> REINFORCED CONCRETE SLAB WITH #4 <br /> REBAR AT 16" O.C. EACH WAY <br /> r. <br /> LD <br /> cJ C <br /> 0112 , <br /> ---- - <br /> 0 <br /> — <br /> NOTE: <br /> SAWCUTS TO SUBDIVIDE ALL FLOOR <br /> SLABS ON GRADE.. INTO AREAS OF 100 <br /> S,F. OR LESS. AREAS TO BE SQUARE OR <br /> APPROXIMATELY SQUARED. cd <br /> __.. _............_ ___._.. __.._.............__. __ ___ ,. _. _ __ ,. _ , _. .,_ ____ __ , ._.__ _.___ _-.___ <br /> _� <br /> .._ <br /> TONT. TYPICAL CONTROL JTIN __I.. 3 c>j <br /> SCALE 1 1/2":=V-0" <br /> --------_-----.. . . ......... --- ._w ...... _ <br /> cra c <br /> a--� La <br /> c <br /> Co1 <br /> Dfl6�" f o cq <br /> cl <br /> .� <br /> 4"° MIN, T11K. CONC. o o w <br /> WALK, CURB GUTTER. � �� as ca <br /> .E. Lu <br /> Q) :-y � ems Cn <br /> REfJAR, ( ONT. ?" r_y yV) <br /> DOWN 0 � as � Ld <br /> 1/2" TRICK EXPANSION E— v s <br /> JOINT W/ PETROLEUM V) rL a, < <br /> RESISTAN r SEALER <br /> PER PLAN <br /> a <br /> _..... � <br /> _ a w ® m DRAWN <br /> ------------ <br /> cv - ER <br /> co _.__ --- <br /> — I <br /> ._ <br /> III :m:III ==1I1=- DA,E <br /> _.........__ <br /> SHT. 11-FLE <br /> 8", CIVIL <br /> NOTE: DETAILS <br /> CONT. <br /> SEE DETAIL FOR MORE Jc� NUMBERINFORMA TION <br /> SHEET" <br /> S I T = WA _ �CONIC. C TE T4— <br /> SCALE 1"-1'--O° <br />