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1 2 3 4 5 6 7 g g 10 11 12 13 14 15 16 17 1 16 <br /> M M <br /> t MANHOLE <br /> 8' G, 5.-0. <br /> ADDITIONAL REINFORCEMPNIT ADDITIOMIAL REINFORCEMENT <br /> a i <br /> 0 <br /> z <br /> W J <br /> L a <br /> u� <br /> HI <br /> g > 2'-0" ttP, 9" CONC. SLAB <br /> z <br /> 9' CONIC, SLAB — YARD SURFACEI_ 9 LT <br /> 1/2. _ <br /> ° T L <br /> oI u a <br /> a I <br /> o T ° ° K <br /> — I— <br /> C J I 1-1 <br /> i <br /> J <br /> J (1 2 _ TANK SLAB SECTION- - <br /> �� SCALE: 1=1 '-0 <br /> I <br /> I <br /> .� 1-----� - - --- <br /> H Fi <br /> YARD SURFACE #4 BARS 0 1B'• O!'. � , EACH <br /> BARS ® 18' O,C. <br /> EACH WAY. — EACH WAY_ <br /> =III=III=III ° n <br /> �I II I�I I I <br /> ! <br /> O 3 SLAB EDGE DETAIL ;'s I C4> SLAB REINFORCING DETAIL <br /> SCALE: <br /> SCALE 1"=1'-0"; F-6 - _ _.—...._._ _. <br /> 3•" CLEAR (ttPICAL) P <br /> F <br /> 1 <br /> i ONCRCTE LANK STAB _--- - - :'-f) MINIMUM ----"--'-� ) -- I I I I I EACH WAY 18 D._. <br /> \ . 11'4 BAR • T' <br /> JOINT SEALER �— \ I RP.I — <br /> 1/2- EXPANSION JOINT FILLER % - N4 BARS 9 18' Ei r \\ - — — _ ... __ __ -_. __ - -- <br /> EACH WAY ! I I GENERAL NOTES: <br /> CONCRETE YARD SURFACE--\ — - -. — 36" LIQUID TIGHT 1, ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. <br /> y- A I — — ��" MANHOLE <br /> LI —a A • .� ' (6EC UREED) `E {' I 7I // \f. I I I I I I. 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH. <br /> __ E <br /> E � '_-.. �� � � -- - �- -- � 3. CONCRETE SLAB i0 BE SEALED. <br /> )� ° I ' 1> I I 1I ' i K r 4. UPPER STEEL REBAR SHALL BE SUPPORTED BY 6" CHAIRS (DOBE). <br /> t - T "r .( ,I - Y TANKHISLAgON CONCRETE 5. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER, <br /> AGGREGATE _- _. x- <br /> BASE ICI IIIA III III <br /> mI liri�= uii ui in u I ll iIn 1t <br /> r I <br /> COMPACTE -IIJII=IILiIf -- --� ', <br /> 4 BAR HOOP - <br /> SIUBGRADE 9'" KIEL Tn Nr BAP <br /> 9 _- — EXTRA FULL LENT <br /> Pl <br /> MIN. MIPV. I I I BEAR TO COMPENSATE <br /> 1:2 '4' SMOOTH <br /> D04EI - _ _ ...__ _. - -- ROR INTERRUPTED BAR I' <br /> 0 18 0 C- W/HALF PEV' ED. _ - _ — (1TYPICAL) <br /> —_ <br /> WHERE OC:URS.(MUST 8E — '— '� ! - - — — <br /> GREASED TO ALLOW EXP N :)N) — <br /> --- 1 1� D <br /> � I 2' - 6 BARS, EACH SDE <br /> Al SLAB EDGE DETAIL / �� _ O)F MANHOLE (TYP ) <br /> ALL CONCRETE YARD 2CALE I =1 0' <br /> MARK DATE REV0K>N8 INRIAL <br /> — s1 — -- USED OIL TANK SLAB PLAN <br /> 1K GAL <br /> 9-3232 0 <br /> c 8660 LOWER SACRAMENTO ROAD, <br /> aSLAB AND REINFORCING PLAN srocKTON, CA. <br /> v SCALE: 1/2"- 1 '-(Y <br /> 0 <br /> Chevron <br /> Northwest Region B <br /> B <br /> ROBERT H. LEE & ASSOCIATES, INC. <br /> ARCHfTEC'TIJRE ENQWEEFpNO ENVIRONMEMAL SERVICER <br /> 1137 NORTH McOOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 <br /> JOHN W. ,K)HNSON, ARCHITECT JAMES W RAY, CIVIL ENGINEER <br /> RHL REVIEW INITIAL DATE DATE: 11-i/I/<1-+7 <br /> PRELIMINARY <br /> NOTE: TANKS ARE,EXISTING SINGLE WALL. PLANNING DR. BY --- - <br /> VERIFY ALI RISER LOCATIONS IN FIELD. EEL BID ff <br /> 1 — APPR : a V� <br /> BLDG PERMIT G 0 A <br /> A PERMRT R AL 810 1, RHL A 8348.10 <br /> V. <br /> CONSTRUCTION SHEET <br /> DP not use �,nw,n9 F-6 <br /> Tor vonstruction <br /> - unless ini(ialetl <br /> 1 2 3 4 5 6 7 9 g 10 fl 12 13 1 14 15 16 17 18 <br />