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i 2 3 4 S 8 7 8 9 10 n 12 1 13 9 14 1 15 1 16 1 17 18 <br /> r <br /> W <br /> ED <br /> M O M <br /> CK <br /> EL <br /> ADDITIONAL <br /> W AD L <br /> ' . REINFORCEMENT p ~ REINFORCEMENT <br /> W E1 Z MANHOLE <br /> d > <br /> UJ <br /> a zlI <br /> 'or Z C7 �I (TYP.) '.. <br /> 0- I m <br /> �. i._..— <br /> vI (- ARS O 18 O.0 <br /> EACHWA . <br /> _ T <br /> S I I—I I I i II 1I- <br /> III— K <br /> ; - - <br /> 2 CONCETE TANK SLAB SECTION SCALE 1/2 -1 -0' <br /> FYI. E #4 BARS O 18" 0 C <br /> EACH WAY 3" CLEAR (TYPICAL) <br /> 6 INFOENQ DETAIL <br /> J da ° _- ACALE'. 1" =1II„III <br /> 18” MANHOLE M4 BAR O 18" O.C. <br /> (SECURED) EACH WAY. <br /> ISI IiI II-171 <br /> ITI ili I- lili <br /> [IT k ' <br /> H � ,AB EDGE DETAIL – –TOOLED TO 1/4" <br /> 3 / \ —36" P MANHOLE 1/4' RADIUS IF PLASTIC I-i <br /> A HAL YA D NLY SCAL . -1'-0 INSERT IS NOT USED <br /> F-4 l <br /> 36" MULTI PORT EXTRA FULL LENGTH <br /> MANHOLE W/ 2 - BAR TO COMPENSATE 1 1/2" OR 1/4 SLAB DEPTH <br /> LIOUIDTIGH7 <br /> j I FOR INTERRUPTED BAR FILL WITH SEALANT <br /> FILL BOXES & / (TYPICAL) <br /> TLM ACCESS HOLE REINFORCING CONTINUES <br /> ACROSS JOINT <br /> F <br /> CONCRETE TANK SLAB 5 <br /> Q JOINT FILLER N4 BARS O 18" OC F-4 3 <br /> URFACE EACH WAY. f Q <br /> 4 <br /> I e � <br /> T' Jr CLEAR (TYPICAL)-- <br /> -1 <br /> TYPICAL)-- II� 1-III- y, I�I�II <br /> d o -- - - I- 1 I- _ <br /> -I- I-I-_- I- 1r I I-1 <br /> ��I' <br /> SAL : 1 =7 -0 <br /> AGGREGATE— - - .4- <br /> BASE "amr-'an COMPACTED _ I _�-.I11-11l= -11J_ li ��_�=Jl <br /> P SUBCRADE 9• B•r 9" THICK CONCRETE ---- F <br /> 1 TANK SI AB <br /> MIN. MIN. L-- 1/2"r24" SMOOTH DOWELS 5 / 1/4" STAINLESS STEEL. <br /> O 18" OC W/HALF GREASED. F_4 — — 2-#6 BARS, 9' -0' LG COUNTERSINK PHILLIPS <br /> (//� \ WHERE OCCURS.(MUST BE EA. SIDE OF MANHOLE <br /> y L_SLAB EDGE DETAIL GREASED TO ALLOW EXPANSION, — -- - - --- ART HEAD.COLOMACHRED <br /> SCREW <br /> AL ' I -V THREADED SHAFT F TO EXTEND <br /> '- 2-/6 BARS. EA. SIDE OF <br /> MANHOLE 5/8- BEYOND <br /> REFLECTOR <br /> E <br /> COLORED IDENTIFICATION -- - --_- wp " STAR, STAINLESS STEEL <br /> MARKFRS (IYP )lr8 � CONCRETE INSERT <br /> E #4 BAR HOOP � 1 1 }O - --- — - - - <br /> I- I-I- I- I I-I - CONCRETE TANK E <br /> NOTE', USE OF THIS CONTROL JOINT OR PED TO #6 BARS -------- -I - 1- I I- HOLD DOWN SUB <br /> EQUAL; SUBMIT PROPOSED ALTERNATE ITYF' ) - -_ V <br /> TO CHEVRON ENGINEER FOR APPROVAL <br /> SEALAND <br /> BURKE #314 <br /> d OR EQUAL <br /> 1/4" <br /> V <br /> REFLECTOR MOU_ 2'-0' MIN SCALE NNE a 4 <br /> AIL <br /> b I - GROOVED -0" <br /> — I D <br /> — __AttP. 14 YP ) lT� (TYP , <br /> U <br /> REINFORCING <br /> °1 a d. < 4 CONTINUES MANHOLE CMANHOUE <br /> ACROSS JOINT <br /> SLAB PLAN, SECTION + DETAILS <br /> U u ISTEELEYD STAKES AT 12k GAL. 10'� TANKS <br /> C 5 KEYED KOLD JOINT_ 1 CONCRETE SLAB & REINFORCING _ _�-sz:�n <br /> AL : 1/4 =1'-O 3775 nACY BLVD. <br /> TRACY, CA. <br /> r <br /> N� <br /> O <br /> a GENERAL NOTES: <br /> Chevron <br /> 1. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. NorthwestRegion <br /> . 2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH. f19 <br /> B <br /> 3. CONCRETE SLAB TO BE SEALED. <br /> 4. UPPER STEEL REBAR SHALL BE SUPPORTED BY 6" CHAIRS (DOBE), ® ROBERT H. LEE & ASSOCIATES, INC. <br /> ARCHPTEOT78iE ENO NEEFINO ENVP IvlffNTAL B VKCE8 <br /> 5, API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MANHOLE PERIMETER. <br /> 1137 NORTH McOORELL BOULEVARD PETALUMA CA 94954 (]07) 765-1660 <br /> JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CML ENGINEER <br /> RFIL REVIEW INRiAL DATE DATE: ✓- 'lt- <br /> O PRELIMINARY q <br /> N PLANNING oR_ BY: <br /> - 57EL BID <br /> `H APPR.: <br /> BLDG PERMIT ✓A//✓I <br /> A <br /> O A GENERAL BID RHL 18740.10 <br /> Z <br /> PERMIT REV'S <br /> O CONSTRUCTION SHEET <br /> Z <br /> C Do not use Crowing F-4 <br /> for con sttialed <br /> unless In it laletl <br /> O <br /> 1 2 3 4 5 6 7 8 9 10 n 12 13 14 115 16 17 18 <br />