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® FOR REGULAR ONLY <br />UST INSTALLATION NOTES: <br />1. <br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 2" RISE OVER 24" RUN. <br />105 FOR REGULAR <br />AGGREGATE BASE <br />CONCRETE SLAB <br />2. <br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, <br />OR <br />MINIMUM 1/8" AND MAX OF 3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, <br />127 OR 128 OR 129 <br />106 FOR PREMIUM <br />108 FOR REGULAR AND PREMIUM <br />OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY <br />MANUFACTURER'S AND OWNER'S FIELD REPRESENTATIVE. <br />5 OR <br />5 OR <br />107 FOR DIESEL 2" MINIMUM <br />109 FOR DIESEL 2" MINIMUM <br />I <br />3. <br />REAM ALL RISERS FOR FULL PIPE BORE. <br />4 <br />2'/3' DOUBLE WALL <br />4. <br />PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A BEDDING <br />- '4 1 <br />`O <br />.. <br />FRP PRODUCT PIPING <br />OF COMPACTED, APPROVED BACKFILL 8" THICK. PIPING SHALL NOT BE <br />- 4 <br />4 <br />SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. <br />a. <br />5. <br />PAINT ALL LIDS PER DETAIL ON THIS SHEET. <br />Z � <br />30 <br />121 122 <br />FOR REGULAR AND PREMIUM ONLY 123 <br />- <br />APPROVED BACKFILL <br />AND <br />3 181 <br />131 FOR REGULAR <br />124 <br />/ <br />OR <br />OR <br />132 FOR PREMIUM <br />FOR DIESEL 181 3 <br />OR <br />120 <br />133 FOR DIESEL <br />162r <br />�306 <br />76-' <br />134 <br />`O 6"10" 10" <br />82 <br />301 322 <br />317 <br />OTE: <br />TRENCNHCORNERS <br />SHOULD BE CUT AT 45° <br />TO ACCOUNT FOR <br />125 <br />BENDS IN PIPING <br />LJ - 4. 6.. <br />TANK FILL <br />�01 STAGE 1 VAPOR RECOVERY <br />PIPING TRENCH <br />ASCALE: <br />1" =1'-0" <br />` 1 SCALE: 1"= V-0" <br />` lJ SCALE: 1" = 1'-0" <br />REGULAR UNLEADED <br />WHITE <br />1 15fi <br />2" MINIMUM <br />�i <br />A NOTES: <br />- - <br />FIELD SEALED JOINT <br />4 <br />(ADHESIVE SUPPLIED WITH SUMP) <br />1. VERIFY PROPER ORIENTATION OF THE SUMP <br />- <br />PRIOR TO BONDING SUMPS TO MOUNTING <br />4 <br />COLLAR. <br />PREMIUM UNLEADED <br />RED <br />i/� <br />513 <br />2. FIRST INSTALL POLYGON SUMP RISER TO <br />TANK MOUNTING COLLAR PERMANUF <br />531 <br />THEE THEN <br />ENTIRE <br />GLASS WRAP IRE <br />GLASS RAP & L AWARE <br />'`LL <br />533 <br />� <br />ELAMINATETHE <br />OUTSIDE OF PERIMETER OF THE BOTTOM <br />CONNECTION FOLLOWING CURING OF <br />E <br />ADHESIVE. SPECIFIC ATTENTION MUST BE <br />ifi0 <br />GIVEN SURFACE PREPARATION. <br />DIESEL <br />L <br />FIBERGLASS MAT MUST BE 6" WIDE MINIMUM <br />YELLOW <br />AND MUST EXTEND 1/2" BEYOND COVERAGE <br />CONDUIT <br />OF ADHESIVE. <br />3. FIRST INSTALL SUMP LID TO POLYGON SUMP <br />COAT FITTING <br />RISER PER MANUFACTURER INSTRUCTIONS. <br />CONNECTION TO <br />THEN GLASS WRAP & LAMINATE THE ENTIRE <br />PREVENT CORROSION <br />2 <br />INSIDE AND OUTSIDE PERIMETER OF THE <br />TANK INTERSTITIAL, <br />TOP CONNECTION FOLLOWING CURING OF <br />GROUND ROD AND <br />ADHESIVE. SPECIFIC ATTENTION MUST BE <br />AUTOMATIC TANK GAUGE <br />GIVEN TO SURFACE PREPARATION. <br />BLACK <br />FIBERGLASS MAT MUST EXTEND 1/2" <br />BEYOND COVERAGE OF ADHESIVE. <br />FIELD SEALED JOINT <br />(ADHESIVE SUPPLIED WITH SUMP) <br />VAPOR RECOVERY <br />ORANGE CIRCLE A MINIMUM <br />OF V BEYOND EDGE OF <br />REMOVABLE LID <br />514 <br />OBSERVATION WELL <br />WHITE CIRCLE WITH BLACK TRIANGLE <br />i <br />z <br />Z <br />'> <br />COLLAR BONDED TO TANK <br />FIELD SEALED JOINT <br />(ADHESIVE SUPPLIED WITH SUMP) <br />1 <br />SUMP CONNECTION <br />DSCALE: <br />TANK LID PAINTING <br />E <br />INTERSTITIAL SPACE MONITOR <br />Fr <br />1" = 1'-0" <br />NOT TO SCALE <br />1 SCALE: 1"=1'-0" <br />REVISIONS <br />rc <br />0 <br />N <br />y <br />r <br />z <br />a <br />a <br />Q M <br />3 <br />Q <br />W <br />FLU <br />LLI K 0 <br />w <br />LL o > <br />QN W W <br />C0 W <br />n <br />V <br />J <br />Q <br />H <br />W <br />cl <br />3 <br />2 <br />�V <br />W <br />Z <br />W <br />W <br />W� <br />z <br />QD_ <br />F-a <br />,w <br />~e <br />V , <br />1 <br />Zz <br />HQ <br />DIAMOND Z ENGINEERING, INC. <br />W70 STATE ROAD <br />CLEVELAND, OH 44134 <br />PHONE: 440d 24 Wl <br />SCALE: <br />DATE: <br />AS NOTED <br />02/24/2023 <br />DRAWN BY: <br />PROJECTNO.: <br />DRF <br />WA-4226 <br />DRAWING NO. <br />T-2 <br />