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A B c D E F j I zGENEfRAL. NOTEe: LL 21 MI _ 24 SLOPE 1 24 SLOPE 2 MIN- p 24, SLOPE 1. CONCRETE QUALITY AND CONSTRUCTION SPALL BE IN 2' MIN 24' SLOPE � � I.d 7 2 MIN ACCORDANCE WITH UBC CHAPTER 26. �'? W 'Uzf { ,• . 2. CONCRETE SHALL HAVE AN ULTIMATE MINIMUM COMPRESSIVE `: • +- ' ;�, • . \— AG. PAYING STRENGTH OF 2,500 PSI AFTER 28 DAYS WITH :.� SIX l6) S,gKQF GEMENT PER YARD 001= CONCRETE ACs VE , �A�G. PAYINCsPA•CsRAVEL� -"4 BAR X G TH TIE DOWN LU b BACKFILL ;. 11-0. 3. MATERIALS: •BACKFILL 6 k'-m' .. • MANWAY E ; f ) b 1 _OCTY AGN MANWA MIN. A. CEMENT SHALL SE ASTM C150 PORTLAND CEMENT, TYPE II 04 BAR X 3 LCs THRU TMF' i 0 TIE DOWN LUG IN 3b' D COR T`I'DE V IF SULFATES ARE PRESENT IN SOIL) TIE DOW FRAME MIN. ) / B. AGGRE5ATES SHALL COMPLY WITH ASTM C33 WITH A (TYP. 4 EACH MANWAY ` MAXIMUM SIZE OF ONE INCH (1') C- WATER SHALL BE CLEAN AND FREE FROM INJURIOUS 6ECTION AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER� TANK 5E0<10N THRU WA5TE 4. ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C94 AND BE NATURAL COLORED. 5. ALL REINFORCING STEEL SHALL MEET THE REOUIREMENTS TANK LEWSTH 2'-m' OF ASTM A615 GRADE 60. MIN. (SEE DWG. J-1) MIN. 6. A UNOCAL REPRESENTATIVE SHALL APPROVE EXCAVATION, •4 BARS Y 18' D.G. k'_0` FOR 5, AND REBAR PLACEMENT PRIOR TO THE PLACING OF I BOTH WAYS CTYP) EXTRA 04 BAR FULL LENGTH (TYP.) 2`-ta' TANK LENGTN2'-O' CONCRETE. I TO COMPENSATE WHEN BAR I ' IS GUT � OPENINCsB I i M��`�- � !SEE DWGs. ,)-51 MIN. 4 BAR X 3' LCs THRU -1. SAWCUT WITHIN 24 HOURS OF POUR TIE DOWN LUG IN 36' 4-m" SEALANT SPECIFICATION: VULKEM •45 MANWAY FRAME MANGr-ACTURER: MAMECO INTERNATIONAL B Z (TYP. 4 EACH MANWAY) (800) 321-6412 v- BEND AS SN _ ol LANK I I 'k —&-A15 REBA I ^~ 9 E O I=ATTERN 4-"4 BARS 3' CLEAR 3 CLEAR � Fl_ (TYP.) t C 2 EACH, TOP f TYP.) rj t BOTTOM) � U1 2 L �t 3' CLEAR OF ,�{Ql Q + EACH OTHER w Lu 111 TANK V\\- - - - - - - - - - - - - - - ' - - C1 0 t lu 4-"4 B 1 //4- ARS ' x 4`-6' LONG 3/4' DIA. SMOOTF4 STL. I (2 EACH, TDP - -- DOWIM.L 14' LONG-12' O.0 `4 4 BOTTOM) GREASE ONE END 4 3/4' 3' CLEAR Or 9 z PULL 1' BEFORE I'K��SLAeEACH OTHER REMOVINCs FORMS TOOLED JOINT •4 BAR X 3' LG THRU REBA TIE DOWN LUG IN 36' PATTERN t ! RE INF. GONG. -- REINF. CONG, MANWAY FRAME - TANK SLAB DRIVE SLAB (TYP. 4 EACH MANWAY) PEND AS SHOUNI THICKENED SLAB - 4-04 BARS 04 BARS 0 15' D. - ' AREA ____l x4'-6' LG.CTYPJ BOTH WAYS oo O I 0 . o o _ it J, 0 TYP. TYPICAL KEY JOINT I FLAN OF WA,5TE OIL TANK 5LA5, SCOL E: 1/2' = V-0' UTILIZE FOR NEW CONCRETE TO NEW CONCRETE JOINT. FOR 1 i NEW CONCRETE TO EXISTING CONCRETE JOINT, DRILL EXISTING T' ITHICKENED sL,AI3 CONCRETE SLAB AND ELIMINATE KEY. AREA 33 TANK SAW CUT, t -- - - - - - --- -- - - - - - - - - - --�-- - - - - -�--- - -� 1/4' FILL WITH ' t SEALANT (SEE NOTE 1) t TYPICAL KEY JOINT TO - NEW ADJACENT CONCRETE e SEE DETAIL HEREON) SIP i CONTROL JOINT ~ o IN SLAB BETWEEN U TANKS (TYP.) TYPICAL CO T"mm"NOL JOINT, FLAN OF f=fR0DUCT' TAN< SLA5, 6C:41-E: 1/2" = 1'-0" 4REV DATE REVISEDDEMY � PRINTS �. CKD- APP*D APPROVAL RECORD 14 ® UNION OIL OF dba UNOCAL 1994 BEARING- � D"' BY APPROVALS CALIFORNIA, � MILESTONE DATE APPROVAL. DRAWN B''( TA1T THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS —� ISSUED FOR C.U.P. I CONCRETE TANS SLAB PLAN, PROPRIETARY TO UNION OIL OF CALIFORNIA (UNOCAL) AND HAS - - - CHECKED BY WD �- SECTIONS AND DETAILS BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE IssuEu FOR PLAN CHECK ( `�°""` ° " "" ` ) °A'E APPROIVED TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN UNOCAL AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE - -- - - --- ISSUED FOR GEN. BID _ . - - j (susntt�s unto amAcm) DATE —— DRAWING NO. REV N0. OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT - �---- °A� �-�-95 � � sr�T AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY UNOCAL -- _ -- - _ _ �__- IssOEO FOR colvsTRucr. UNOCAL* n , OF SHEETS IN WRITING. ___ ____. —_-- ____�____-- RECORD DRAWING � 2 = 1 { t� N , - e R c D E F K:\UN\UN1682\JDWGS\STD-