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4 g 6 7 8 9 10 r 12 K3 14 15 16 77 19 1 2 3 M PA C_ O z O w J QIF MANHOLE S Z ti d i i a 5'-0„ _ 5 -D .—..-.— L Jz 5 0 0 11 ADDITIONAL a ADDITIONAL L 5 0 > '.' o - z REINFORCEMErvT r ADDITIONAL >a ADDI➢ONAL REINFORCEMENT O - REINFORCEMENT Y W REINFORCEMENT F- Q 2 Q. W 2'-0. DO` 0 2 0' \ � N NTS n z' (7YP ) I- K I 20 TANK SLAB SECTION SCALE I« _1 I>' "A BARS O 18" OC EACH WAY L...__._- 4 F-3 I � O 'er — QO , — '- ....— ..__ ---_-1- 3' CLEAR (TYPICAL) YARD SURFACE "a BARS A 19' 0 C EACH WAY 4ICH WAY -- - - - - 1-r -- r—hr 1— .- "4 BAR ® 19" 0 - _ L I H I I d a � H - F MAN1 nLE -- - j I - - - ` - - - - -- -- - -- --- 56 n MANHOLE DETAIL I L . : E -EKED, I} �� II ,ter -- }- ___ —. -... - I_ - }y-. - I,I ' I SCALE 7.,_1. 0.. II 50 SLAB REINFORCING I Sr MULTI-PORT __—� t.. _-.' 'i--Y _ __-_ —EXTRA FULL LENG114 MANHOLE 1� BAR TO COMPENSATE R _- \ FOR INTERRUPTED BA (TYPICAL) Q SLAB EDGE DETAIL j F 3 ASPHALT YARD ONLY SCALE 1"=1 -o` --� 1/4' RADIUS IF PLASr _ -. _ ._ - TOOLED TO 1 4' _ _..... - t- INSERT IS NOIC T USED FILL WITH SEALANT�B DEPTH I 1/4 5" CLEAR (TWICAL) 1 ' I '_ __ g t/2. / 1 -I- - _1.__.__......_.- � NTINUES CONCRETE TANK SLAB - \/� -- I INF JOI JOINT SEALER RE 0 CG IF 1/2" EXPANSION JOINT F''.LLER- N4 BARS ® 18 ) ) - _ -- ACROSS JOINT EACH WAV 1 CONCRETE YARD SURFACE 9' naSK CONCRETE - P I d w SCAB _I - _ __._ BARS. 9 -0- LG - yy f 2'-:16 _ - EA SIDE OF MANHOLE I I 1 � 6 TOOLED CONTROL JOINT AGGREGATE o - ___ SCALE 1 -T -0 -11 ILII —�} BASE _ B-111-1 EA SIDE OF nd111-11 - - - —.. IIIJiI_II 'I I_J ll--III � 1- - - 2 "6 BARS COMPACTED SII-111 TIL_ 4 I- - _ '.I I MANHOLE SUBGRADE- BAR H )P' PED _ -_ _ _-_ N 1 - 9 0 SJRROUNDING BARSII \ TYR ) E MIN MIN 112",24' SMOOTH 177wEL` 11- 0 'g W/HALF FEA.E: � I WHERE -,(rjRS !MPST BE _ GREASED T'' AL','* T XPAN'.I'.a L'IL OREp REFLECTOR 1I 0 (TVP ) 3A SLAB EDGE DETAIL f _- _ -- Y-O' MIN (TYPICAL) 1ALL CONCRETE YARD _ 5 IDEN TIFIP ATION MARKERS Cl MANHOLE MANHOLE -- — _. ;gyp NOTE USE OF HI ( CONTROL ;rR I 0 � I�,L D 4 w TVP 3 EQUAL. SLIBMIT PROPOSEC ALTERNATE TVP 'rfY F-3 TO CHEVRON ENGINEER FOR APPROVAL. M SEALANT I 5'-0• MAW DATE REV1910N9 INITIAL. BURKE ""° SLAB PLAN, SECTION AND DTLS OR EQUAL d a e SLAB AND REINFORCING PLAN SCALE 1/4 =1' 10K GAL 8+ d c 5 • h ,RoovED 8660 LOWER SACRAMENTO ROAD, Lc o STOCKTON, U REINFORCING d ' d CONTINUES AI Ar RO55 JOINT � Chevron STEEL STAKES AT KEYED HOLD NorthW®st Region B �40 KEYED KOLD JOINT DETAIL NOTE: TANKS ARE EXISTING SINGLE WALL. B — SCALE NONE VERIFY ALL RISER LOCATIONS IN FIELD. RaBETU H. LEE & ASSOCIATES, INC..MCHIiE FTr , LEE ENIVRONMATE SERVICE . Ila 1137 NORTH M4DOMELL BOULEVARD PETALUMA CA 94954 (707) 765-1560 JOHN W. JOHNSON, ARCHITECT JAMES H RAT. CIVIL ENGINEER RHL REVIEW INfT1AL DATE DATE. 26AUG93 GENERAL NOTES, PREUMI"ART DR By — PLANNING a AND SFALS TO BE IN PLACE AND WATER TIGHT I. ALL COVERS, CASKETS, STEEL BIO 2 CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH BLDG PERMIT A,r J�9 A w 3 CONCRETE SLAB TO BE SEALED. GENERAL BID PHIL 18348.10 n- z A 4 UPPER STEEL REBAR SHALL BE SUPPORTED BY fi Ci-AIRS (DOBE) PERMIT REVS 9 SHEET L CP`151PUC PON ^� 4 5. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER Do not oSe Cfo.ng 1--V ........tr4ChOn r �nl55 ni(iale0 V z14 15 is 17 1'E - S g 10 11 12 13 g