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JOINT SEALER - <br />CONCRETE YARD SURFACE <br />OR A.C. PAVING AS OCCURS <br />4 <br />BASE AGGREGATE <br />COMPACTED <br />SUBGRADE- <br />PROVIDE NON-BONDING - <br />MATERIAL ® VERTICAL <br />FACE OF FIRST POUR <br />GENERAL NOTES <br />I. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. <br />2. CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH. <br />3. CONCRETE SLAB TO BE SEALED WITH AQUACRETE W520. <br />4. STEEL REBAR SHALL BE SUPPORTED BY CHAIRS (DOBE). <br />5. API COLORED REFLECTORS SHALL BE INSTALLED AT THE <br />FILL END MANHOLE PERIMETER. <br />1. INSTALL LABEL PERPENDICULAR TO THE CENTERLINE OF THE FILL AND IN LINE WITH THE TANK. <br />2. INSURE ALL THE DECALS LINE UP WITH EACH OTHER. (PROPER ALIGNMENT IS CRITICAL) <br />3. FONT LETTERING MUST ALWAYS BEGIN ON THE SIDE WHERE THE END OF THE TANK IS LOCATED. <br />C INSTALL THE 3M STAMART TAPE AT ALL LOCATIONS IN WHICH A SNOW PLOW IS NOT USED <br />DURING WINTER. THE INSTALLATION MUST FOLLOW THE REQUIREMENTS IN THE 3M PAMPHLET <br />PAVEMENT SURFACE PREPARATION AND APPLICATION TECHNIQUES FOR 3M STAMART TAPES." <br />FOR THOSE LOCATIONS IN WHICH A SNOW PLOW IS USED DURING THE WINTER, USE PAINT TO <br />LABEL THE FILLS. <br />3M STAMARK TAPE (STANDARD): <br />PRODUCT NAME FONT SIZE FONT COLOR BACKGROUND STRIPE COLOR <br />REGULAR 4" BLACK WHITE <br />PLUS 4" WHITE BLUE <br />SUPREME 4" WHITE RED <br />DIESEL 4" BLACK YELLOW <br />PAINT (SNOW LOCATIONS): <br />PRODUCT NAME FONT SIZE FONT COLOR BACKGROUND STRIPE COLOR <br />REGULAR 4" DLACK WHITE <br />PLUS 4" BLACK WHITE <br />SUPREME 4" BLACK WHITE <br />DIESEL 4" BLACK WHITE <br />/ 1 FILL LABELING, SLAB - <br />SCALE: NONE <br />CONCRETE TANK SLAB <br />N4 BARS 0 18. O.C. - <br />EACH WAY. ry , ---ELASTOMERIC JOINT FILLER <br />•J,: a • , --TOOLED TO 1/4" <br />1/4" ,/� RADIUS <br />d d 4 <br />TANK SLAB EDGE <br />SCALE: NONE <br />j <br />Wt J <br />��s C <br />i <br />3" CLEAR ( <br />y4 BAR ® 1 <br />EACH WAY, <br />CONCRETE <br />TANK SLAB <br />18" MANHOL <br />(SECURED) <br />K4 BAR HO <br />TIEDTO #8 <br />(TYP.) <br />OPW 1-2101 <br />THREAD -ON <br />CONTAINER'. <br />VAPOR REO <br />5 alp > ~ z 2'-0,,. <br />TYP. <br />w o p �F <br />all <br />TL%Kr% SL%0 PLQH <br />1 TANK SLAB AND REINFORCING - 10' DIAMI. TANK <br />1:4 SLOPE - EDGE TO 3/5" RADIUS (BOTH SIDES) <br />8EFORE REMOVING BULKHEAD -FILL <br />WITH ELASTOMERIC JOINT FILLER <br />`I PROVIDE BOND BREAKER — <br />iv a <br />'4 <br />n- u�.w _ <br />A,? <br />e n c ---1 1/2" OR 1/4 SLAB DEPTH f , '3`.' -' -r'r <br />4 ` FILL WITH SEALANT t <br />DISCONTINUE RE -BARS ® (MIN. 3/4")—. <br />CONTROL JOINT (LOAD TRANSFER- PEA GRAVEL BACKFILL <br />IS ACCOMPLISHED W AGGREGATE 2 -0 <br />- 3/4"x18' SMOOTH DOWELS_ INTERLOCK) (TYP. 0 EA SIDE OF JOINT) <br />0 12" O.C. GREASE END IN FIRST _ 9" "%" : CONCRETE SLAB THICKNESS �X 7t 2_ <br />POUR - LOCATE 0 CENTER OF SLAB S 4 <br />NOTE <br />PEA GRAVEL BACKFILL 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 8" THICK, <br />2. USE PLASTIC OR METAL FORMS FOR KEY, WOOD CAN BE USED ONLY IF THE <br />BACK SIDE OF KEYED FORM IS SAW -CUT. <br />TOOLED CONTROL JOINT <br />SCALE: NONE <br />CONSTRUCTION JOINT <br />PHOL- u o V E kvauDFd <br />EA. SIDE OF MANHOLE <br />(MM0 MODEL <br />FILL CONTAINMENT LABELING <br />SCALE: NONE <br />PET-7 <br />OF S SHEETS <br />-A <br />1 <br />� <br />1 <br />Q - <br />PET-7 <br />OF S SHEETS <br />