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1 -- 2 3 4 5 g 7 1 8 9 10 111 12 1 13 14 15 16 17 18 <br /> O <br /> F <br /> Z J <br /> OIw M <br /> M <br /> p O F, ILMANHOLE <br /> W Z z 0p <br /> 0 CL <br /> aI " aal 5,-0, 5,- <br /> V) ADDITIONAL <br /> ADDITIONAL <br /> ADDITIONAL <br /> ADDITIONAL REINFORCEMENT Z REINFORCEMENT <br /> Q REINFORCEMENT Y N REINFORCEMENT a <br /> >I (TTP.) N N.T.SZ m <br /> QI o (TYP.) <br /> L <br /> L .r,. . r — r - -'=. .i^ `- 'ter- — —,r - — . . —1's— ''y - '-r-s '. — — ,••}, ' ,. .r .a. 'a - -.-"'. z - -'+ - <br /> lT - - —.,-s' £..r _ "= I J _A�•k+d"° � aYi'. ° a'". 5 �. _ <br /> ffix I l=17 <br /> ell C2TANK SLAB SECTION SCALE: 1/2"=1'-0" <br /> K I I I - � K <br /> 4 <br /> I I F_3 i <br /> /-YARD SURFACE #4 BARS ® 16" O.C. 3" CLEAR (TYPICAL) #4 BARS ® 18" O.C. <br /> EACH WAY. EACH WAY. <br /> J <br /> #4 BAR ® 18" O.C. <br /> M <br /> A _ ad m <br /> _ pl�E�l <br /> aaa . . a.16' MANHOLE e n <br /> LrTI II II I (SECURED) o <br /> 36" 0 MANHOLE <br /> 3 I 11 I I <br /> I I� IIIII <br /> 36" MULTI-PORT - - , <br /> H <br /> H MANHOLE <br /> EXTRA FULL LENGTH <br /> BAR TO COMPENSATE <br /> FOR INTERRUPTED BAR <br /> 33 SLAB EDGE DETAIL 4 (TYPICAL) <br /> ASP AL YARD ONLY SCALE: 1"=r-o" F-3 O SLAB REINFORCING DETAIL <br /> SCALE: 7"=1'-D" <br /> 3" CLEAR (TYPICAL) �Ii. I I Il I�I�I Q <br /> JOINT SEALER CONCRETE TANK SLAB I I <br /> 1/2" EXPANSION JOINT FILLER #4 BARS 0 18" O.C. _ - <br /> CONCRETE YARD SURFACE <br /> EACHWAY. <br /> -9" THICK CONCRETE ' <br /> a <br /> TANK SLAB. <br /> '0 :a <br /> " F-3 <br /> 2-#6 BARS, 9'-O" LG. - <br /> o EA SIDE OF MANHOLE F <br /> BASE -I i - I - 1 - - - I 1 Il-_ <br /> P AGGREGATE <br /> COMPACTED I —I 2- BARS; EA. SIDE OF <br /> SUBGRADE B•• 9• 14 BAR HOOP TIED /ITL i I 1 I I 1 MANHOLE <br /> TO SURROUNDING BARS, <br /> MIN. MIN. 1/2"x24" SMOOTH DOWELS (TTP.) <br /> 0 18" O.C. W/HALF GREASED, - <br /> WHERE OCCURS.(MUST BE <br /> GREASED TO ALLOW EXPANSION) API COLORED REFLECTOR <br /> 3A SLAB EDGE DETAIL IDENTIFICATION MARKERS (TYP.) II JL <br /> ALL CONCRETE YARD SCALE: 1'=r-o" z'-0" MIN."(TYPICAL) E <br /> .y' <br /> E <br /> MANHOLE CL MANHOLE _ <br /> 4 <br /> „ NOTE: USE OF THIS CONTROL JOINT OR V-0" - 1'-0" '-0" F-3 V-0" V-10" <br /> EQUAL; SUBMIT PROPIOSED ALTERNATE - TYR TYP, TYR <br /> • ''- - TO CHEVRON ENGINEER FOR APPROVAL <br /> SEALANT: 5 _0• 5 -0" j <br /> BURKE #314 - <br /> DR EQUAL - - <br /> 1/4. . . D <br /> (nD - <br /> . 4 <br /> 4 d GROOVED lO SLAB AND REINFORCING PLAN SCALE: 1/4"=l' <br /> MARK DATE 1 REV1810N9 tNFTIAL <br /> REIINFORCING TANK SLAB PLAN <br /> a d ACRRROSS JOINT 12K GAL 8'+ "XERXES" DBL WALL <br /> I I I I 9-2396 <br /> =•o C I I I I <br /> U U STEEL STAKES AT 25650 H W Y 99 NO., <br /> tV KEYED KOLD <br /> ACAMPO, CA. <br /> GENERAL NOTES: <br /> '• 44 KEYED KOLD JOINT DETAIL <br /> SfCALE: NONE 1, ALL COVERS, CASKETS, AND SEAL$ TO BE IN PLACE AND WATER TIGHT. <br /> - 2. CONCRETE SLAB SWILL HAVE A HEAVY BROOM FINISH. <br /> Chevron <br /> 3. CONCRETE SLAB TO BE SEALED: - TL',, <br /> t 4, UPPER STEEL REBAR SHALL BE SUPPORTED BY 6" CHAIRS (DOBE). NO�tFIW6St Region. . 'P. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER. B <br /> ROBERT H. LEE & ASSOCIATES. INC. <br /> I� ,• ARCHRHCELM3 ENQ?LEER040 SAL.SERVICES <br /> I <br /> 1137 NORTH MCDOWELL BOULEVARD PETALUMA CA,'94954 (707) 765-1660 , <br /> JOHN W. JOHNSON, ARCHITECT : JAMES H. RAY, CIVIL ENGINEER <br /> - RHC Wr11AL DATE DATE: 8�?8. 99 <br /> PRELIMINARY <br /> M <br /> a ' PLANNING DR, BY: <br /> H - STEEL BID q <br /> BLDG PERMIT I "1 APPR.: O <br /> A <br /> GENERAL BID <br /> 6 A RHL r 8344.10. <br /> Z <br /> PERMIT REVS SHEET <br /> CONSTRUCTION <br /> Z , Do not use drowing —3 <br /> - for Construction r <br /> F <br /> a <br /> unless initiated <br /> o 9 10 11 12 13 14 15 1g 17 18 <br />