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I _ <br /> A B C D E F -- - <br /> ZGENERAL NOTES: <br /> z <br /> 2" MIN. 24" SLOPE i oil 24" SLOPE 2" MIN. <br /> WZ <br /> i TYp 1 . CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN <br /> 24" SLOPE Ip (XI 24" SLOPE 2" MIN, ACCORDANCE WITH UBC CHAPTER 26. <br /> 2" MIN. i _ <br /> (TYP) M " (TYP) ° ' ".' .'eJ•.°• 2. CONCRETE SHALL. HAVE AN ULTIMATE MINIMUM COMPRESSIVE 1 <br /> PAVING STRENGTH OF 2,500 PSI AFTER 28 DAYS WITH I <br /> 7THR <br /> SIX (6) SACKS OF CEMENT PER YARD OF CONCRETE <br /> PEA GRAVEL -#4 BAR X 3LG THRUPEA GRAVEL i BACKFILL :.;' TIE DOWN LUG IN 36" 2'-0" 3. MATERIALS: <br /> BACKFILL 6 1'-O MANWAY FRAME MIN. A. CEMENT SHALL BE ASTM C150 PORTLAND CEMENT, TYPE II <br /> (TYP. 1 #4 BAR X 3' LG THRU 61 _0YP. 4 EACH MANWAY)END AS SHOWN (OR TYPE V IF SULFATES ARE PRESENT IN SOIL) <br /> #4 BAR X LG TIE DOWN LUG IN 36" (TYPB. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A <br /> TIE DOWN LUG IN MANWAY FRAME <br /> MANWAY FRAME TYP. 4 EACH MANWAY) MAXIMUM SIZE OF ONE INCH(nP. 4 EACH MAC. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS <br /> AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER <br /> SECTION THRU TANK SLAB SECTION THRU WASTE OIL TANK SLAB 4. ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM <br /> C94 AND BE NATURAL COLORED. <br /> 5. ALL REINFORCING STEEL SHALL MEET THE REQUIREMENTS <br /> TANK LENGTH 3'-0" OF ASTM A615 GRADE 60. <br /> MIN.IN. (SEE DWG. J-1) MIN. <br /> M6. A UNOCAL REPRESENTATIVE SHALL APPROVE EXCAVATION, <br /> -- #4 BARS 0 18" O.C. 1'-0'• FORMS, AND REBAR PLACEMENT PRIOR TO THE PLACING OF <br /> EXTRA #4 BAR FULL LENGTH BOTH WAYS (TYP) (np.) '-O" TANK LENGTH 3'-0" CONCRETE. <br /> TO COMPENSATE WHEN BAR MIN. (SEE DING. J-5) MIN. <br /> IS CUT 0 OPENINGS r #4 BAR X 3' LG THRU 7. SAWCUT WITHIN 24 HOURS OF POUR, <br /> oI a TIE DOWN LUG IN 36" 1'-0" SEALANT SPECIFICATION: VULKEM #45 <br /> MANWAY FRAME (TYP.) MANUFACTURER: MAMECO INTERNATIONAL <br /> z (TYP. 4 EACH MANWAY) (800) 321 -6412 <br /> n BEND AS SHOWN <br /> n: <br /> -S AB REBAR � REFERENCE THE FOLLOWING 76 PRODUCTS COMPANY FACILITIES AND <br /> TANK T TTERN <br /> SITE DEVELOPMENT CONSTRUCTION AND MAINTENANCE SPECIFICATIONS. <br /> CONCRETE FORMWORK REV 1 52296 <br /> 3" CLEAR . 4-#4 BARS 3" CONCRETE REINFORCEMENT REV 2 8/15/96 <br /> (Trp ) X 6'-6" LONG MR.) <br /> (2 EACH, TOP CAST- IN-PLACE: CONCRETE REV 2 8/5/96 <br /> & BOTTOM) 0" � CONCRETE FININSHING REV 1 5/22/96 2 <br /> 2 m 3" CLEAR OFQ' <br /> Ql i EACH OTHER <br /> (TYP) <br /> l <br /> TANK <br /> l � ) <br /> 3/4" CIA. SMOOTH STE. <br /> DOWEL 14" LONG-12" O.0 <br /> ,o GREASE ONE END & 3/4- <br /> GREASE <br /> i PULL i" BEFORE <br /> g REMOVING FORMS TOOLED JOINT <br /> -SLAB REBAR <br /> #4 BAR X 3' LG THRU PATTERN REINF. CONC.— REINF. CONC. <br /> TIE DOWN LUG IN 36" TANK SLAB DRIVE SLAB <br /> MANWAY FRAME <br /> (TYP. 4 EACH MANWAY) 4 <br /> BEND AS SHOWN THICKENED SLAB 4-#4 BARS # BARS ® 15" O,C. _ <br /> AREA x4'-6" LG.(TYP.) BOTH WAYS o ao O <br /> O 1'1 O o <br /> 1'm1' •o 'o ' o <br /> N 1111 - <br /> (nP.) <br /> PLAN OF WASTE OIL TANK SLAB TYPICAL KEY JOINT <br /> SCALE: 1 /2" = 1 '-0" UTILIZE FOR NEW CONCRETE TO NEW CONCRETE JOINT. FOR <br /> T I i / NEW CONCRETE TO EXISTING CONCRETE JOINT, DRILL EXISTING <br /> TANK CONCRETE SLAB AND ELIMINATE KEY. <br /> T THICKENED A LAB <br /> EA <br /> 3 I I m Di <br /> I TANK SAW CUT, & <br /> ------ --�- --- �---- --1------- --T' -- I -- - I --------- -- 1/4" SEALANTI FILL H <br /> II I <br /> (SEE NOTE 7) <br /> N <br /> TYPICAL KEY JOINT TO <br /> ,/ _ NEW ADJACENT CONCRETE v. <br /> ( SEE DETAIL HEREON) <br /> Y v <br /> F N G <br /> CONTROL JOINT v <br /> — — SLAB BETWEEN p <br /> T v' v <br /> TANKS (TYP.) 0 <br /> v_ <br /> — — — — — — — — — — — — — — — <br /> TYPICAL CONTROL JOINT <br /> PLAN OF PRODUCT TANK SLAB <br /> SCALE: 1 /2" = 1 -o" USE APPLICABLE SECTIONS ONLY <br /> 4 REV DATE REVISED Mew 'h f `By° ABY MSE APPROVAL RECORD AL MON IN TAIT APPROVALS 4 <br /> o UNION OIL OF CALIFORNIA, dba UNOCAL, 1994 A 8/31/95 REVISE PER COMMENTS RN CONCRETE TANK SLAB PLAN <br /> THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS B 2/15/97 REVISE PER XERXES TANKS RN ISSUED FOR C.U.P. aWmBY WD SECTIONS AND DETAILS <br /> PROPRIETARY TO UNION OIL OF CALIFORNIA (UNOCAL) AND HAS ° " G4> °tE <br /> BEEN FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE ISSUED FOR PLAN CHECK <br /> TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN UNOCAL <br /> AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE ISSUED FOR GEN. BID <br /> OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT DATE 2-8-95 "" M"G°) °��" N0 en — <br /> ISSUED FOR CONSTRUCT. sHEEr <br /> PRODUCTS COMPANY °r scans <br /> AS EXPRESSLY AUTHORIZED BY SAID AGREEMENT OR BY UNOCAL J _ 3 B <br /> N WRITING. RECORD DRAWING sWE 1 2 ' - i' (mmuu;ncx ury+nn) <br /> AB U E F K:\UN\UN1682\JDWGS\STD-J-3 <br /> II <br />