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.. a ,. <br /> " 1 2 3 4, 6. 8 7 ` $ 9 . . - 10 11 12 13 14 15 16 17 <br /> Z <br /> M O <br /> #4 BARS ® 18" O.C. ,< <br /> a, Wp_f-. - MANHOLE EACH WAY. ' <br /> z <br /> —P-^ <br /> ADDITIONAL a ADDITIONAL z REINFORCEMENT ADDITIONAL ADQITIONAL o d;_ _; o <br /> REI <br /> oZj J NFORCEMENT q a <br /> Q REINFORCEMENT YI3w- REINFORCEMENT J, % Q <br /> �.. <br /> r - Z LN T- 0 2, ,.ON " a 2'-0` >; <br /> Z r?' N.T. <br /> O1 z q (NP. °i d m0 (TYPI m x <br /> k <br /> r 4t4Tr °T aI _i <br /> —[J <br /> qd _+a. <br /> qf— d d <br /> � <br /> K -I I h I 11 '1 T SCALE: 1„-1,_0. ,k , <br /> ® CONCRETE TANK SLAB SECTM <br /> SCALE: 1/2"=V-0” <br /> TOOLED TO 1/4" , <br /> 5 1/4 PLASTICRADIUS IF <br /> INSERT IS NOT USED <br /> J — — <br /> }. 1 1/2" OR 1/4 SLAB DEPTH 'y <br /> 3" CLEAR (TYPICAL) g FILL WITH SEALANT <br /> REINFORCING CONTINUES <br /> rYARD SURFACE 4 BARS ® 18" O.C. - - ACROSS JOINT <br /> N I EACH <br /> BAR Y O.C. <br /> — -/- EACH WAY. s EACH WAY .1 <br /> H <br /> ° q—" 18" MANHOLE <br /> _ ° ° o <br /> a a o+ (SECURED) <br /> � - <br /> j� TTj d ' 36 A MANHOLE <br /> —'7I ° d 'q <br /> 11—III—_ _ 3 <br /> ® TOOLED CONTROL JUNT <br /> 36" MULTI PORT SCALE: 1"=1'-O" <br /> MANHOLE —EXTRA FULL LENGTH ' <br /> _ BAR TO COMPENSATE <br /> Q FOR INTERRUPTED BAR <br /> (TYPICAL) 1/4" STAINLESS STEEL, <br /> 5 <br /> SLAB <br /> EDGE ®ETAIIL F_4 — HEAD, <br /> COUNTERSINK PHILLIPS - <br /> 4)_ IIL- � HEAD. MACHINE SCREW <br /> ASPHALT YARD ONLY SCALE: 1'=1'-0' API COLORED REFLECTOR ' <br /> - r THREADED SHAFT TO EXTEND :�� <br /> 5/8' BEYOND REFLECTOR. <br /> 1 111�I - 1/4" STAR, STAINLESS STEEL <br /> p 3" CLEAR (TYPICAL) ITI \ - Ili_I II } I_I I�I�I CONCRETE INSERT <br /> / I I ) <br /> CONCRETE TANK <br /> HOLD DOWN SUB <br /> 0 q <br /> ' JOINT SEALER — CONCRETE TANK SUB 9" THICK CONCRETE <br /> d <br /> r 1/2" EXPANSION JOINT FILLER #4 BARS 0 18" 0,0. TANK SLAB. ° - <br /> CONCRETE YARD SURFACE EACH WAY. <br /> 5 <br /> 04 <br /> - <br /> ° EA SIDE BARS,F MANHOLE REFLECTOR MOUNT DETAIL <br /> ° Ey SCALE: NONE <br /> AGGREGATE I-I <br /> BASE — — S N4 BAR HOOP TIED - I 1 ITI -I I 1 2-(j6 BARS, EA. SIDE OF i <br /> ' TO SURROUNDING BARS. I-I I- I-I- MANHOLE <br /> COMPACTED — — _ _ (TYP.) � 1 I�- I I I I 1 I 01/2.8/98 CONDOCS ' <br /> SUBGRADE <br /> --------- <br /> MIN. MIN, SMGOH <br /> � DOWELS <br /> ® 18? O.C. W/HALF GREASED,: - API COLORED REFLECTOR ---- --- <br /> WHERE OCCURS <br /> BE IDENTIFICATION MARKERS (TYP.) _ <br /> ® ���� ®�� ������ GREASED TO ALLOW EXPANSION) -- __ No, DATE RENSIONS/SUBUISVONS NO. DATE REWSa+s(5uew5510ns <br /> p <br /> 2'-0" MIN. (TYPICAL) <br /> ALL CONCRETE YARD SCALE: 1"=1'-0" F_q 1 -O° <br /> MAN(10LEMANHOLE - If�' //f/// !!Q TU 6/! !l�//// <br /> NOTE: USE <br /> EQUAL SUBMIT PROPOSED NALTERNATE 1,_0. 1'-0" •-0" 1'-0" 1,-10" PEW YYVVVffi11/YY <br /> 5 <br /> C SEALANT: <br /> TO CHEVRON ENGINEER FOR APPROVAL. TYP , . F_4 TVP. qyp. RRo,cci NAVE <br /> BURKE #314 • � 3�_0• :. g'_p" f 81fa Chevron Station <br /> :4 <br /> OR DUAL „< 801 E Ketderw Lane <br /> 1/4.. k Lodi, CA 987A0 <br /> MUM <br /> d , Tel. 510.428.1758 <br /> d q d t O CONCRETE SLAB & REINFORCIING PLAN <br /> Pax 510.420.5890 <br /> - ;_ a--''0 DCIEMMbJIAOL.com ;. <br /> _ GROOVED ' 'I -0 1201 Park Ave., Ste. 204 ' <br /> GENERAL NOTES: . <br /> ° e d SCALE. 1 4 Emeryville, Cali(orpia 94608 <br /> B v ° aLNI!}x11Y6 <br /> REINFORCING - • oPAwNannE s *; <br /> d d < acRos"s�aNT ¢ ' TANK SLAB PLAN, SECTION -1- DETAILS <br /> 1. ALL COVERS, GASKETS, AND SEALS TO BE IN PUCE AND WATER. TIGHT, "�+, •;: <br /> r <br /> 2. CONCRETE SUB SHALL HAVE A HEAVY BROOM FINISH. -- <br /> 3. CONCRETE SLAB TO BE SEALED.' <br /> SEW NOTED PRc�EDi 97085 t <br /> i(J STEEL STAKES AT '' 4. UPPER STEEL REQAR SHALL, BE SUPPORTED BY 6" CHAIRS (DOBE). - DRAM SNFY7 — <br /> KEYED KOD " <br /> „ ® <br /> KEYED ®IL- ® a11�I� u S. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER: a+EpcED KP <br /> A SCAL€: NONE <br /> —. <br /> 4 .. <br /> 4 6 a y 10 ii 12 13 14 . ' <br /> TATE <br /> .-. , <br /> 10/07/97 <br /> ,. i 2 3 9 ` j. �. <br /> , <br /> r <br />