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A B C D t r <br /> CI �I of GENE r�Ai__ NOTES : <br /> ` I <br /> 2" MIN. 24" SLOP€ 1, I '24" SLOPE 2" MIN. <br /> wix - _ b So - (TYp I � N TVP) 1 CONCRETE QUALITY AND. CONSTRUCTION SHALL BE IN <br /> z <br /> 2" MIN. 24" SLOPE I mlaa}' 24" SLOPE z' MIN, ACCORDANCE WITH UBC CHAPTER 26. <br /> TYP i� ip �� (TYP) - .•As` u rrru rrr rrr;� -�k <br /> ( ) - ~ I - H OFSHALL <br /> 2,500 HAVE AN, ULTIMATE MINIMUM COMPRESSIVE <br /> 1 rr Rrrxrrl . . s C PAVING P AFT WITH <br /> _ ,�, : „ -its t 2 CONCRETE <br /> + ' 7t • ' %• STRENGTH SI ER 28 DAYS IT <br /> %J'' is I �' I • L,. PEA GRAVEI4(wTyp. <br /> -M4 BAR X 3 'LG THRU \—A, SIX 6) SACKS OF CEMENT PER YARD OF CONCRETE <br /> i PEA GRAVEL ' BAGKRILTIE DOWN LUG IN 36' 2 _0_ 3. MATERIALS: <br /> BACKFILL • 5 1 -0" LMANWAY FRAME <br /> �j4 BAR X LG THRU (n'pJ {�4 BAR X 3' LG' THRU - - (IYP. 4 EACH MANWAY) MIN. A. CEMENT SHALL QE. ASTM C15p PORTLAND CEMENT, TYPE II <br /> BEND AS SHOWN (OR TYPE V IF SULFATES ARE PRESENT INSOIL) <br /> TIE DOWN LUG IN 35' TIE DOWN LUG IN 36 B. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A <br /> MANWAY FRAME - MANWAY FRAME - MAXIMUM SIZE OF ONE INCH (1") <br /> (TYP. 4 EACH MANWAY) TYR. 4 EACH MANWAY) <br /> C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS <br /> I '/ SLAB <br /> AMOUNTS-OF OIL OR OTHER .DELETERIOUS MATTER <br /> SECTION THRU TAN K SLAB SECTION THRU WASTE OIL TANK S LAB 4. ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM <br /> C94 AND BE NATURAL COLORED.. $$ <br /> k <br /> 5. ALL REINFORCING STEEL SHALL MEET THE REQUIREMENTS <br /> TAN <br /> 3,-U, OF ASTM A615 GRADE 60. <br /> MIN. _ SEEKDWG IIIHBAR5 ® t8' O.C. _ - ---------_- --- - MIN. <br /> MIN. <br /> - 6• FORME REPRESENTATIVE <br /> SHALLENT APPROVE <br /> THECAATIOON,NG OF <br /> MIN. ( ) <br /> EXTRA k4 BAR FULL LENGTH BOTH WAYS (TYR) (n'P ) TANK LENGTH 3 -0 CONCRETE. <br /> TO COMPENSATE WHEN BAR MIN. (SEE DWG. J-5) MIN. v <br /> I UT ® P NING5 7. SEALAN WITHIN 24 HOURS OF POUR. <br /> �fE BAR X 3' LG THRU , <br /> a a TIE DOWN LUG IN 36" SEALANT SPECIFICATION: VUIKEM X45 <br /> 0. .q MANWAY FRAME (TYp,) MANUFACTURER: MAMECO INTERNATIONAL <br /> z (TYP. 4 EACH MANWAY) I (800) 321 -6412 <br /> BEND AS SHOWN <br /> — I n <br /> �'�--SAB REBARt I n <br /> TANK P TTERN n REFERENCE THE FOLLOWING 76 PRODUCTS COMPANY FACILITIES AND <br /> SITE DEVELOPMENT CONSTRUCTION AND MAINTENANCE SPECIFICATIONS. <br /> 3' CLEAR - 4-#4 BARS ,5' CLEAR CONCRETE. FORMWORK REV 1 5/22/96 <br /> x 6'-6" LONG CONCRETE REINFORCEMENT REV 2 8/15/96 <br /> (TYP.) - (2 EACH, TOP (TMP') a; CAST- IN-PLACE CONCRETE REV 2 8/5/96 T <br /> 2 & BOTTOM) y' CONCRETE FININSHING REV 1 5/22/96 <br /> 70 3" CLEAR OF <br /> EACH OTHER <br /> (TYR)X 1 7 <br /> ' TANK �} ( <br /> -- --- --- } -- - - --- -- - -t--f ---- - - - - -�-- - <br /> 3j4"' DU. SMOOTH STI.- <br /> - DOWEL 14" LONG-1T O.0 <br /> GREASE ONE END <br /> o z PULL 1" BEFORE -• <br /> 4 BAR % 3' LG THRU SLAB REBAR - REMOVING FORMS TOOLED JOINT <br /> N PATTERN REINF. GONG- REINF, CONC. <br /> TIE DOWN LUG W 35' TANK SLAB DRIVE SLAB <br /> MANWAY FRAME <br /> (TYP. 4 EACH MANWAY) \ I// <br /> BEND AS SHOWN „ <br /> THICKENED SLAB- x4'-6'>p BAR(iYP.) BOTH AWAIRS ® 15" O.C. I' 00 <br /> -- <br /> F. <br /> .. (TYP.) I s <br /> PLAN OF WASTE OIL TANK SLAB TYPICAL KEY JOINT <br /> SCALE: 1 /2" 1 ' UTILIZE FOP NEW CONCRETE i0 NEW CONCRETE JOINT. FOR <br /> - -O NEW CONCRETE TO EXISTING CONCRETE JOINT, DRILL EXISTING <br /> FANr - ----- - -� I -THICKENED LAB <br /> CONCRETE SLAB AND ELIMINATE KEY. <br /> {�----- ' <br /> ` I I AREA I ' <br /> 3f I f3 . <br /> i TANK SAW CUT, & <br /> --- ----- �-- ----I---- --I------' -'—� --�-- ---i--- --- - ---- -- -- �- -1/ " FILL WITH <br /> SEALANT <br /> 1 (SEE NOTE 7) <br /> TYPICAL KEY JOINT TO '•v,T � > `O' <br /> NEW ADJACENT CONCRETE 0 <br /> SEE DETAIL HEREON) <br /> ----- CONTROL JOINT v �• •' �. _j <br /> IN SLAB BETWEEN p <br /> TANKS (TYP.) U , <br /> TYPICAL CONTROL JOINT <br /> PLAN OF PRODUCT TANK SLAB <br /> SCALE: 1 /2,. <br /> A REV DATE REVISED�a°Tucn�cYumleP Nue e ce° e° APPROVAL RECORD --- - -- - APPROVALS' - -` _ --- -- <br /> © UNION OIL OF CALIFORNIA, dbn UNOCAL; 1994 — — b' ESra�E-- ire - D4WNT, _rAIT CONCRETE TANK SLAB PLAN <br /> — — SECTIONS AND DETAILS <br /> THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS - ssu€p FOR c.0 P. dcckru mR---WD---- <br /> PROPRIETARY TO UNION OIL OF CALIFORNIA (UNOCAL) AND HAS - - --�- -- T_ <br /> FURNISHED CONFIDENCE AND ARE SUBJECT TO THE - - -- ISSUED FOR PLAN CHECK Ri°"" �`" "1 orT <br /> BEENJ N ---- ---- -- — -- — - — - - -- -- ------- - --- -- -, --- ueern o <br /> TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN UNOCAL --'— <br /> AND THE RECIPIENT, THE RECIPIENT IS NOT TO COPY, DUPLICATE ---- - lssueD FOR CEN. DID s/, J�7 Ro <br /> H R -- ------ ---- -- - ----- — - -- DIE 2-8-J5 e v css urer uw� W1 onre ors nNc No. Atv Nu <br /> OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY ,EXCEPT - 6ssiAi FOR CONSTRUCT. eco r% <br /> - •/^' 1� <br /> AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY: UNOCAL -- T _- .T _ -- --- - -- PRODUCTS COMPANY <br /> IN WRITING. ___.. --- --- -- ---- - — - o <br /> __ --_ .— __ ___-_._. —_— —__—. -__— RECORD. DRAWING scut 1 / 2' = } garsrav[non pru�ciz)_— ->`ATG_. J - 3 <br /> � �T�,v,. <br /> K:AUNVI,JNI682\JDWGS\SLD'; <br />