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A B C D E F <br /> It <br /> Z� <br /> oGENERAL NOTES :SIJ �I f <br /> �{ z l <br /> 2" MIN. 24" SLOPEz NI 24" SLOPE 2" MIN. <br /> O <br /> TYP) �' °' , (TYR) i , CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN <br /> 2" MIN. 24" SLOPE Ip mla 24" SLOPE 2" MIN. <br /> ACCORDANCE WITH LEG CHAPTER 26. <br /> (TMP) (TMP) <br /> d. <" +�'. 2. CONCRETE SHALL HAVE AN ULTIMATE MINIMUM COMPRESSIVE <br /> �A C PAVING OF 2,500 PSI AFTER 28 DAYS WITH'1 �, .PEA GRAVEL IX SACKSOF CEMENT PER YARD OF CONCRETE <br /> PEA GRAVE41 — <br /> STRENGTH <br /> —N4 BAR % 3 LG THRUBACKFILL 6 1'-0' BACKFILLTIE DOWN LUG IN36" I2 -03. MATERIALS: <br /> L MANWAY FRAMEqa DAR x 3 lC THRU cc (TYP. c H4 BAR X 3 LG THRU �TYF. 4 EACH MANWAY) MIN. A. CEMENT SHALL BE ASTM 0150 PORTLAND CEMENT, TYPE II <br /> TIE GOWN LUG IN 36" C - C PE DOWN LUG IN 36" END AS SHOWN (OR TYPE V IF SULFATES ARE PRESENT IN SOIL) <br /> MANWAY ERAMEMANWAY FRAME B. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A <br /> (TYR. 4 EACH MANWAY) TMP. 4 EACH MANWAY) MAXIMUM SIZE OF ONE INCH (111) <br /> C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS <br /> SECTION THRU TANK SLAB SECTION THRU WASTE OIL TANK SLAB AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER <br /> 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 /> 3' 0" <br /> TANK LENGTH 3'-0" OF ASTM A615 GRADE 60. <br /> MIN (SEE DWG. J--1) MIN. <br /> 6, A UNOCAL REPRESENTATIVE SHALL APPROVE EXCAVATION, <br /> rya H W ®AYS (TYR)O.C. -0" FORMS, AND REBAR PLACEMENT PRIOR TO THE PLACING OF <br /> EXTRA #4 BAR FULL LENGTH BOTH W <br /> 3'-0" TANK LENGTH 3'-D" CONCRETE. <br /> TO COMPENSATE WHEN BAR MIN. (SEE DWG. J-5) MIN, <br /> i6 CUT 0 OPENINGS #4 BAR. X 3' LG THRU 7• SAWCUT WITHIN 24 HOURS OF POUR. <br /> a a TIE DOWN LUG IN 36" 1'-0 SEALANT SPECIFICATION: VULKEM #45 <br /> } To MANWAY FRAME (TYp,) MANUFACTURER: MAMECO INTERNATIONAL <br /> G I z (TYP. 4 EACH MANWAY) (800) 321 -6412 <br /> i+t BEND AS SHOWN <br /> TANK "—SAB REBAR I <br /> z <br /> TTERN "' 7 REFERENCE THE FOLLOWING 76 PRODUCTS COMPANY FACILITIES AND <br /> SITE DEVELOPMENT CONSTRUCTION AND MAINTENANCE SPECIFICATIONS. <br /> 3' CLEAR 4- 4 BARS <br /> 3" LEA CONCRETE FORMWORK REV 1 5/22/96 <br /> ( <br /> TMP. <br /> ) TMP <br /> x 6'-6" LONG CONCRETE REINFORCEMENT REV 2 8/15/96 <br /> &2 EACH, TOP ( ') w CAST- IN-PLACE CONCRETE REV 2 8/5/96 <br /> 2 ;� �o 3" CLEAR OF) O CONCRETE FININSHING REV 1 5/22/96 2 <br /> Q• � <br /> EACH OTHER 13 <br /> (TYR) j o <br /> yW <br /> ' TANK v <br /> I � <br /> 3/4" DIA. SMOOTH STL, <br /> DOWEL 14" LONG-12" O.0 <br /> GREASE ONE END & 3/4. <br /> PULL i" BEFORE <br /> 4 BAR X 3LG THRU -- SLAB REBAR REMOVING FORMS TOOLED JOINT <br /> TIE DOWN LUG IN 36 PATTERN REINF. GONG. REINF, GONG. <br /> MANWAY FRAME TANK SLAB DRIVE SLAB <br /> (TMP. 4 EACH MANWAY) <br /> BEND AS SHOWN — THICKENED SLAB t 4-#4 BARS g4 BARS 0 15" O.C. <br /> AREA x4'-6" LG.(TYP.) BOTH WAYS <br /> n o oo O <br /> io —r— <br /> Q <br /> (TMP.) <br /> PLAN OF WASTE OIL TANK SLAB TYPICAL KEY JOINT <br /> SCALE: 1 /2" = 1 '—O" UTILIZE FOR NEW CONCRETE TO NEW CONCRETE JOINT. FOR <br /> TANK ' NEW CONCRETE TO EXISTING CONCRETE JOINT, DRILL EXISTING <br /> THICKENED LAB CONCRETE SLAB AND ELIMINATE KEY. <br /> , AREA , <br /> 3 I n I I TANK SAW CUT, & 3 <br /> -------- �- ---+--- -� --- - -� -- I -- ---�- -- - --------- -- 1/4" FILL WITH <br /> SEALANT <br /> (SEE NOTE 7) <br /> — I TYPICAL KEY JOINT CR - D _o- <br /> NEW ADJACENT CONCRETE <br /> ( SEE DETAIL HEREON) <br /> y p <br /> 7 O e <br /> CONTROL JOIN <br /> — — T SLAB BETWEEN z - _ o: '�, <br /> TANKS (TMP.) � <br /> 'o <br /> n n — TYPICAL CONTROL JOINT <br /> uun <br /> PLAN OF PRODUCT TANK SLAB <br /> SCALE: 1 /2" _ , '-o" <br /> USE APPLICABLE SECTIONS ONLY <br /> 4 REV DATE REVISED UR1ER TE � B° By APPROVAL RECORD APPROVALS 4 <br /> UNION OIL OF CALIFORNIA, dbo UNOCAL, 1994 A 8/31/95 REVISE PER COMMENTS — RH V,E5°NE �� �� aurae TAIT CONCRETE TANK SLAB PLAN <br /> THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN IS B 2/15/97 REVISE PER XERXES TANKS RH ISSUED FOR C.U.P. 6ECKE° 6f WD SECTIONS AND DETAILS <br /> PROPRIETARY TO UNION OIL OF CALIFORNIA (UNOCAL) AND HAS <br /> FURNISHED IN CONFIDENCE AND ARE SUBJECT TO THE ISSUED FOR PLAN CHECK �°" ° `°"° " �1 -w— <br /> BEEN <br /> TERMS OF A SEPARATE SECRECY AGREEMENT BETWEEN UNOCAL APPWED <br /> AND THE RECIPIENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE -- ISSUED FOR GEN. 910 <br /> a.1E 2-8-95 cr W. > wunuc 'ro. REv .a. <br /> OR DISCLOSE THE CONTENTS TO ANY PERSON OR ENTITY EXCEPT E'EISSUED FOR CONSTRUCT. S11117 <br /> AS EXPRESSLY AUTHORI7ED BY SAID AGREEMENT OR BY UNOCAL 7'' PRODUCTS COMPANY J - 3 B <br /> IN WRITING. RECORD DRAWING KAu 1 2" - 1 (cas,vuc ror+ wcm� $ <br /> A B C D E F K:\UN\UN1682\JDWGS\STD-J-3 <br />